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In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. (For more information: 12 Tables of Code ) Name of Standards Organization: Bureau of Indian Standards (BIS) Committee Designation: CED 47 Designator of Legally Binding Document: IS 4651 : Part 2 : 2020 Title of Legally Binding Document: Planning and Design of Ports and Harbours - Code of Practice Part 2 Geotechnical Engineering ( Second Revision ) Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New --Jawaharlal Nehru

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The conservation of monuments and historic sites is one of the most challenging problems facing modern civilization. It involves, in inextricable patterns, factors belonging to different fields (cultural, humanistic, social, technical, economical, administrative) and the requirements of safety and use appear to be (or often are) in conflict with the respect of the integrity of the monuments. The complexity of the topic is such that a shared framework of reference is still lacking among art historians, architects, structural and geotechnical engineers. The complexity of the subject is such that a shared frame of reference is still lacking among art historians, architects, architectural and geotechnical engineers. And while there are exemplary cases of an integral approach to each building element with its static and architectural function, as a material witness to the culture and construction techniques of the original historical period, there are still examples of uncritical reliance on modern technology leading to the substitution from earlier structures to new ones, preserving only the iconic look of the original monument. Geotechnical Engineering for the Preservation of Monuments and Historic Sites III collects the contributions to the eponymous 3rd International ISSMGE TC301 Symposium (Naples, Italy, 22-24 June 2022). The papers cover a wide range of topics, which include: 　 - Principles of conservation, maintenance strategies, case histories - The knowledge: investigations and monitoring - Seismic risk, site effects, soil structure interaction - Effects of urban development and tunnelling on built heritage - Preservation of diffuse heritage: soil instability, subsidence, environmental damages The present volume aims at geotechnical engineers and academics involved in the preservation of monuments and historic sites worldwide.

Journal of Geotechnical Engineering 1990: Volume 116 , Issue Index. Digitized from IA1642628-03 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1990-01_116_1 .

Journal of Geotechnical Engineering 2000: Volume 126 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1999-12_125_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_2000-01_126_1 .

Journal of Geotechnical Engineering 2000: Volume 126 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1999-12_125_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_2000-01_126_1 .

Journal of Geotechnical Engineering 2000: Volume 126 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1999-12_125_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_2000-01_126_1 .

Journal of Geotechnical Engineering 2000: Volume 126 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1999-12_125_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_2000-01_126_1 .

Journal of the Geotechnical Engineering Division 1975: Volume 101 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1974-12_100_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1975-01_101_1 .

Journal of the Geotechnical Engineering Division 1975: Volume 101 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1974-12_100_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1975-01_101_1 .

Journal of the Geotechnical Engineering Division 1975: Volume 101 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1974-12_100_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1975-01_101_1 .

Journal of the Geotechnical Engineering Division 1975: Volume 101 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1974-12_100_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1975-01_101_1 .

Journal of the Geotechnical Engineering Division 1975 -1979: Volume 105 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1977_103_index . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1979-01_105_gt-1 .

This item represents a case in PACER, the U.S. Government's website for federal case data. If you wish to see the entire case, please consult PACER directly.

Journal of the Geotechnical Engineering 1985: Volume 111 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1984-12_110_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1985-01_111_1 .

Journal of the Geotechnical Engineering 1985: Volume 111 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1984-12_110_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1985-01_111_1 .

Comprehend and forecasting the engineering characteristics of fine-grained soils is crucial for the practice of geotechnical engineering. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks. Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the industrial businesses such as dairy products industry, spinning and weaving factories, paper factories and leather wastewater are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of four types of industrial wastewater; dairy (DW), textile (TW), leather (LW) and paper (PW) on the deformational behavior of fine-grained soil. Fine-grained soil was exposed to DW, TW, LW and PW for 2, 4, 6, 8, 12, and 16 months. Four remolded soil groups of samples are generated for this investigation and combined with the four types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water. Comparisons were made between the results of four groups of samples.

Comprehend and forecasting the engineering characteristics of fine-grained soils is crucial for the practice of geotechnical engineering. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks. Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the industrial businesses such as dairy products industry, spinning and weaving factories, paper factories and leather wastewater are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of four types of industrial wastewater; dairy (DW), textile (TW), leather (LW) and paper (PW) on the deformational behavior of fine-grained soil. Fine-grained soil was exposed to DW, TW, LW and PW for 2, 4, 6, 8, 12, and 16 months. Four remolded soil groups of samples are generated for this investigation and combined with the four types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water. Comparisons were made between the results of four groups of samples.

Comprehend and forecasting the engineering characteristics of fine-grained soils is crucial for the practice of geotechnical engineering. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks. Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the industrial businesses such as dairy products industry, spinning and weaving factories, paper factories and leather wastewater are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of four types of industrial wastewater; dairy (DW), textile (TW), leather (LW) and paper (PW) on the deformational behavior of fine-grained soil. Fine-grained soil was exposed to DW, TW, LW and PW for 2, 4, 6, 8, 12, and 16 months. Four remolded soil groups of samples are generated for this investigation and combined with the four types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water. Comparisons were made between the results of four groups of samples.

Comprehend and forecasting the engineering characteristics of fine-grained soils is crucial for the practice of geotechnical engineering. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks. Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the industrial businesses such as dairy products industry, spinning and weaving factories, paper factories and leather wastewater are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of four types of industrial wastewater; dairy (DW), textile (TW), leather (LW) and paper (PW) on the deformational behavior of fine-grained soil. Fine-grained soil was exposed to DW, TW, LW and PW for 2, 4, 6, 8, 12, and 16 months. Four remolded soil groups of samples are generated for this investigation and combined with the four types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water. Comparisons were made between the results of four groups of samples.

Comprehend and forecasting the engineering characteristics of fine-grained soils is crucial for the practice of geotechnical engineering. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks. Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the industrial businesses such as dairy products industry, spinning and weaving factories, paper factories and leather wastewater are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of four types of industrial wastewater; dairy (DW), textile (TW), leather (LW) and paper (PW) on the deformational behavior of fine-grained soil. Fine-grained soil was exposed to DW, TW, LW and PW for 2, 4, 6, 8, 12, and 16 months. Four remolded soil groups of samples are generated for this investigation and combined with the four types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water. Comparisons were made between the results of four groups of samples.

Lectures from the National Programme on Technology Enhanced Learning - Civil Engineering - Geotechnical Earthquake Engineering

Journal of Geotechnical Engineering 1993: Volume 119 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1992-12_118_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1993-01_119_1 .

Journal of Geotechnical Engineering 1993: Volume 119 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1992-12_118_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1993-01_119_1 .

Journal of the Geotechnical Engineering Division 1974: Volume 100 , Issue CUMULATIVE INDEX. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1973-12_99_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1974-01_100_1 .

Journal of the Geotechnical Engineering 1983: Volume 109 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1982-12_108_gt-12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1983-01_109_1 .

Journal of the Geotechnical Engineering 1984: Volume 110 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1983-12_109_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1984-01_110_1 .

Journal of Geotechnical Engineering 1989: Volume 114 , Issue CUMULATIVE INDEX. Digitized from IA1534427-01 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1989-12_114_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1989-01_114_1_2 .

Journal of Geotechnical Engineering 1989: Volume 114 , Issue CUMULATIVE INDEX. Digitized from IA1534427-01 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1989-12_114_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1989-01_114_1_2 .

Journal of Geotechnical Engineering 1989: Volume 114 , Issue CUMULATIVE INDEX. Digitized from IA1534427-01 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1989-12_114_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1989-01_114_1_2 .

Journal of Geotechnical Engineering 1989: Volume 114 , Issue CUMULATIVE INDEX. Digitized from IA1534427-01 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1989-12_114_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1989-01_114_1_2 .

Understanding and prediction of engineering properties of fine-grained soils is of vital importance in Geotechnical Engineering practice. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks.Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. . In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the businesses such as Dairy products industry and spinning and weaving factories, are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of two types of industrial waste water the first type was dairy industrial waste water (DW) and the second was textile industrial waste water (TW) on the deformational behavior of fine-grained soil. Fine-grained soil used in this research was obtained in a natural phase from a soil excavation site for the construction of a residential building in the village of El-Kom Al-Ahmar, Shibin El-Qanater, Qualiobiyah governorate Fig.1, which was exposed to DW and TW at 2, 4, 6, 8, 12, and 16 months, Two remolded soil samples are generated for this investigation and combined with different types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water, the results revealed that as soil matures, the optimum moisture content (O.M.C) and free swelling values of the soil containing DW, TW rise after the addition of pollutants, whereas the maximum dry density, specific gravity (GS), and cohesiveness decrease.

Journal of the Geotechnical Engineering Division 1980: Volume 106 , Issue Index. Digitized from IA1642628-02 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1979-12_105_gt-12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1980-01_106_gt-1 .

Journal of Geotechnical Engineering 1994: Volume 120 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1993-12_119_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1994-01_120_1 .

Journal of Geotechnical Engineering 1994: Volume 120 , Issue Index. Digitized from IA1642628-03 . Previous issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1993-12_119_12 . Next issue: sim_journal-of-geotechnical-and-geoenvironmental-engineering_1994-01_120_1 .

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This engineer technical letter provides guidance on the use of the finite element method in the analysis of problems in geotechnical engineering. This ETL is intended for engineers who are unfamiliar with the method, but who are interested in understanding its potential use in geotechnical engineering.

This engineer technical letter provides guidance on the use of the finite element method in the analysis of problems in geotechnical engineering. This ETL is intended for engineers who are unfamiliar with the method, but who are interested in understanding its potential use in geotechnical engineering.

This engineer technical letter provides guidance on the use of the finite element method in the analysis of problems in geotechnical engineering. This ETL is intended for engineers who are unfamiliar with the method, but who are interested in understanding its potential use in geotechnical engineering.

Journal of Geotechnical Engineering 1986: Volume 112 , Issue Index. Digitized from IA1534427-04 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1986-12_112_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1996-01_112_1 .

Journal of Geotechnical Engineering 1986: Volume 112 , Issue Index. Digitized from IA1534427-04 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1986-12_112_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1996-01_112_1 .

Journal of Geotechnical Engineering 1986: Volume 112 , Issue Index. Digitized from IA1534427-04 . Previous issue: sim_american-society-of-civil-engineers-collected-journals_1986-12_112_3 . Next issue: sim_american-society-of-civil-engineers-collected-journals_1996-01_112_1 .