Soils and Foundations - v. 60, n. 1 (Februar 2020)

Erschienen:	Februar 2020

Autor(en)	Titel	Seite(n)
Hirai, Hiroyoshi	Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach	45-62
Zhu, Bin / Dai, Jialin / Kong, Deqiong	Assess the effects of loading rate and interface roughness on T-bar penetration resistance	266-273
Schmüdderich, Christoph / Lavasan, Arash Alimardani / Tschuchnigg, Franz / Wichtmann, Torsten	Bearing capacity of a strip footing placed next to an existing footing on frictional soil	229-238
Sethy, B. P. / Patra, C. R. / Das, B. M. / Sobhan, K.	Behavior of circular foundation on sand layer of limited thickness subjected to eccentrically inclined load	13-27
Afshani, Alireza / Akagi, Hirokazu / Konishi, Shinji	Close construction effect and lining behavior during tunnel excavation with an elliptical cross-section	28-44
Phanikumar, B. R. / Ramanjaneya Raju, E.	Compaction and strength characteristics of an expansive clay stabilised with lime sludge and cement	129-138
Tachibana, Shinya / Ito, Shinji / Iizuka, Atsushi	Constitutive model with a concept of plastic rebound for expansive soils	179-197
Vakili, Amir Hossein / Shojaei, Seyyed Iman / Salimi, Mahdi / bin Selamat, Mohamad Razip / Farhadi, Mohammad Sadegh	Contact erosional behaviour of foundation of pavement embankment constructed with nanosilica-treated dispersive soils	167-178
Nishimura, S. / Takeshita, Y. / Nishiyama, S. / Suzuki, S. / Shibata, T. / Shuku, T. / Komatsu, M. / Kim, B.	Disaster report of 2018 July heavy rain for geo-structures and slopes in Okayama	300-314
Asem, Pouyan	The effect of expansive concrete on the side resistance of sockets in weak rock	274-282
Stringer, Mark E. / Cerna-Alvarez, Eduardo / Kutter, Bruce L.	Effects of the ratio between body forces and inter-particle forces on maximum void ratio	1-12
Kang, Gyeong-o / Tsuchida, Takashi / Hashimoto, Ryota / Awazu, Shingo / Kim, Young-Sang	Erosion resistance capacity of dredged marine clay treated with basic oxygen furnace slag	257-265
Tsuchida, Takashi / Kitade, Keisuke / Tanaka, Masanori / Kang, Gyeong-o / Kaya, Kenji	Evaluation of design shear strength of intermediate soil for construction of breakwater at Port of Sakai	239-256
Cao, Ming / Zhou, Annan	Fictitious pile method for fixed-head pile groups subjected to horizontal loading	63-76
Zhang, Yongjie / Shen, Mengfen / Juang, C. Hsein / Tan, Xiaohui	Fractile-based method for selecting characteristic values for geotechnical design with LRFD	115-128
Hashimoto, Ryota / Tsuchida, Takashi / Moriwaki, Takeo / Kano, Seiji	Hiroshima Prefecture geo-disasters due to Western Japan Torrential rainfall in July 2018	283-299
Hoang, Lua Thi / Matsumoto, Tatsunori	Long-term behavior of piled raft foundation models supported by jacked-in piles on saturated clay	198-217
López-Acosta, Norma Patricia / Martínez-Hernández, Eduardo / Peña, Fernando / Auvinet-Guichard, Gabriel	Mechanical characterization of deformable cells in control piles	139-154
Chen, Z. X. / Guo, X. X. / Shao, L. T. / Li, S. Q.	On determination method of thermal conductivity of soil solid material	218-228
Mo, Pin-Qiang / Wang, Juan	Shakedown analysis of cavities in cohesive-frictional materials and its application to underground energy storage caverns	77-89
Hou, Xin / Chen, Ji / Jin, Huijun / Rui, Pengfei / Zhao, Jingyi / Mei, Qihang	Thermal characteristics of cast-in-place pile foundations in warm permafrost at Beiluhe on interior Qinghai-Tibet Plateau: Field observations and numerical simulations	90-102
Wang, Yuke / Wan, Yongshuai / Liu, Mengcheng / Guo, Chengchao / Zeng, Changnv / Wu, Di	Undrained multi-dimensional deformation behavior and degradation of natural soft marine clay from HCA experiments	103-114
Chen, Tingjun / Xiao, Shiguo	Unified upper bound solution for bearing capacity of shallow rigid strip foundations generally considering soil dilatancy	155-166

Autor(en)

Titel

Seite(n)

Hirai, Hiroyoshi

Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach

45-62

Zhu, Bin / Dai, Jialin / Kong, Deqiong

Assess the effects of loading rate and interface roughness on T-bar penetration resistance

266-273

Schmüdderich, Christoph / Lavasan, Arash Alimardani / Tschuchnigg, Franz / Wichtmann, Torsten

Bearing capacity of a strip footing placed next to an existing footing on frictional soil

229-238