Titlebook: 5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering; Proceedings of ZM 20 Cavit Atalar,Feyza ?i

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書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering影響因子(影響力)




書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering影響因子(影響力)學科排名




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書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering網(wǎng)絡公開度學科排名




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書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering被引頻次學科排名




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書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering年度引用學科排名




書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering讀者反饋




書目名稱5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering讀者反饋學科排名

ADJ

Y. Guo,C. Wei,Y. Wang,H. Sheng,J. Wu,Z. Guoghi in 1943, results of several theoretical and experimental investigations have been published. Most of these studies relate to the case where the foundation is subjected to centric vertical load. In the present paper, an attempt has been made to summarize the important developments related to the

Ankylo-

22. Internationales Stuttgarter Symposiumerms of settlement as well as bearing capacity. There are a number of methods to improve the soft ground for shallow foundation with utilizing geosynthetics and chemical stabilizer as well as mechanical compaction. This paper presents the soft ground reinforcement method for shallow foundation by ut

intangibility

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Rainer Lasch,Christian G. Jankery challenging. This paper introduces a new tool called “Cylindrical Shear Tool” (CST) to measure the undrained shear strength, S., of soft soils. Description of this tool is given and the related shear test procedure is detailed. The proposed tool offers the advantage to avoid the disturbance of sof

一起平行

LAPSE

Rekonstruktive Bildungsforschungistence of pore water inside the soil medium. The presence of mica minerals changes the inter-particle force chain and causes the re-arrangement of sand particles under varying stress conditions. The intergranular void ratio concept is a useful approach to evaluate the grain size range that is in co

禍害隱伏

Rekonstruktive Bildungsforschungpically estimated using oedometer tests on samples with the assumption that the result represents the entire deposit in the field. Most of the soils in in-situ condition are lightly overconsolidated, with Over Consolidation Ratio (OCR) ranging from 1.0 to 2.0 due to glaciation, ground water level fl

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