Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020.Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
《土壤与基础》是土壤力学和岩土工程领域的领先期刊之一。它是日本岩土工程学会(JGS)的官方期刊。该刊发表各种原创研究论文、技术报告、技术说明,以及应编辑邀请发表的最新报告,涉及土壤和岩石力学、岩土工程和环境岩土工程领域。自1960年6月第1卷第1期出版以来,《土壤与基础》将于2020年迎来60周年纪念。《土壤与基础》欢迎与上述领域相关的理论和实践工作。特别鼓励对适用于岩土工程的原创性和跨学科工作进行案例研究。我们也欢迎对每一篇发表的文章进行讨论,以便提供一个反馈或交流同行意见的渠道。为了提供关于特定主题的最新专门知识,平均每年六期中有一期被分配收入在日本和海外举行的国际研讨会的选定论文。
Travel time observation using numerical simulation of bender element testing in time and frequency domain
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.01.001
Predicting settlement along railway due to excavation using empirical method and neural networks
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.05.007
Effects of restraining conditions on the bearing capacity of footings near slopes
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2018.08.016
Centrifuge modeling of hybrid foundation to mitigate liquefaction-induced effects on shallow foundation resting on liquefiable ground
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.11.002
Development of a void ratio-moisture ratio-net stress framework for the prediction of the volumetric behavior of unsaturated granular materials
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2018.12.005
A method for active seismic earth thrusts of granular backfill acting on cantilever retaining walls
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2018.12.003
Applicability of the generalized scaling law to a pile-inclined ground system subject to liquefaction-induced lateral spreading
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.05.005
Compressibility of biocemented loose sands under constant rate of strain, loading, and pseudo K0-triaxial conditions
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.06.008
Modelling the effects of test conditions on the measured swelling pressure of compacted bentonite
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2018.09.009
Investigation and consideration on landslide zoning of multiple slope failures and debris flows of 2014 disaster in Hiroshima, Japan
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2018.12.012
Slope failures/landslides over a wide area in the 2018 Hokkaido Eastern Iburi earthquake
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.08.009
Investigation of long-term behaviour of thermal wall by finite element analysis
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.03.017
Anisotropic failure criterion for soils based on equivalent stress tensor
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.02.001
Effect of synthetic Beishan site water and cement solutions on the mineralogy and microstructure of compacted Gaomiaozi(GMZ) bentonite
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.11.006
Design and calibration of a laminar soil box suitable for a low-capacity shake table using free-field tests on Ganga sand
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.03.010
Dynamic centrifuge model tests and material point method analysis of the impact force of a sliding soil mass caused by earthquake-induced slope failure
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.08.004
Horizontal capacity of single piles: an extension of Broms’ theory for c-ϕ soils
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.01.007
Performance of geosynthetic-encased stone column-improved soft clay under vertical cyclic loading
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.08.006
Static liquefaction and effective stress path response of Kutch soils
来源期刊:Soils and FoundationsDOI:10.1016/j.sandf.2019.11.004
Liquefaction of a coal ash investigated by monotonic and cyclic triaxial tests
来源期刊:Soils and FoundationsDOI:10.1016/J.SANDF.2019.07.002