Results 21 to 30 of about 183,413 (314)

Numerical Assessment of Fibre Inclusion in a Load Transfer Platform for Pile-Supported Embankments over Soft Soil [PDF]

, 2016
© 2016 ASCE. This study presents the results of a numerical investigation in the performance of natural fibre reinforced load transfer platform (NFRLTP) for pile supported embankment construction over soft soil.
Dang, CC, Dang, LC, Fatahi, B, Khabbaz, H   +3 more
core   +1 more source

Dynamic liquefaction of shear zones in intact loess during simulated earthquake loading [PDF]

, 2017
The 2010-2011 Canterbury earthquake sequence in New Zealand exposed loess-mantled slopes in the area to very high levels of seismic excitation (locally measured as >2 g).
A Kaiser, B Wen, C Massey, D Zhang, D Zhang, D Zhang, D. N. Petley, DH Bell, DM Cruden, E Griffiths, EC McRoberts, FY Zhang, G Dellow, G Wang, G Wang, G Wang, HB Seed, J Ristau, J. M. Carey, JA Sladen, JD Raeside, JS Zou, K Gledhill, L Fletcher, M. J. McSaveney, MJ Brain, S Sasitharan, SC Bannister, SG Evans   +28 more
core   +1 more source

Criteria for rapid sliding II.: thermo-hydro-mechanical and scale effects in Vaiont case [PDF]

, 2010
Thermally induced excess pore pressures have been included into a two-wedge evolutive model of Vaiont landslide. The problem requires the solution of a system of four coupled balance equations for the shear bands and the surrounding rock as well as the ...
Alonso Pérez de Agreda, Eduardo, Pinyol Puigmartí, Núria Mercè   +1 more
core   +2 more sources

Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads

Journal of Marine Science and Engineering, 2019
A suction anchor is an appealing anchoring solution for floating production. However, the possible effects of residual pore pressure can be rarely found any report so far in term of the research and design.
Hui Li, Xuguang Chen, Cun Hu, Shuqing Wang, Jinzhong Liu   +4 more
doaj   +1 more source

The Use of Ground Motion Parameters to identify the Liquefaction during a Strong Earthquake in Northern Thailand

Media Komunikasi Teknik Sipil, 2021
This paper presents a ground response analysis to simulate the liquefaction phenomenon during the 2011 Tarlay Earthquake in northern Thailand. The site investigation data and geophysical measurements on 7 sites in northern Thailand were collected.
Lindung Zalbuin Mase
doaj   +1 more source

Blast Liquefaction Test of Saturated Sand Foundations Disposed by a Drainage Rigid Pile

Shock and Vibration, 2022
Drainage rigid piles represent a commonly used antiliquefaction treatment for saturated sand foundations. Small-scale model tests on the liquefaction-resistant characteristics of drainage rigid piles subjected to blasting were conducted in this study ...
Songtao Ni, Yumin Chen, Runze Chen, Hanlong Liu, Changchun Li, Shaobin Hu   +5 more
doaj   +1 more source

Experiment Study of Lateral Unloading Stress Path and Excess Pore Water Pressure on Creep Behavior of Soft Soil

Advances in Civil Engineering, 2019
The unloading creep behavior of soft soil under lateral unloading stress path and excess pore water pressure is the core problem of time-dependent analysis of surrounding rock deformation under excavation of soft soil.
Wei Huang, Kejun Wen, Dongsheng Li, Xiaojia Deng, Lin Li, Haifei Jiang, Farshad Amini   +6 more
doaj   +1 more source

Consolidation of partially saturated ground improved by impervious column inclusion: Governing equations and semi-analytical solutions

Journal of Rock Mechanics and Geotechnical Engineering, 2022
This study focuses on the consolidation behavior and mathematical interpretation of partially-saturated ground improved by impervious column inclusion.
Lei Wang, Annan Zhou, Yongfu Xu, Xiaohe Xia   +3 more
doaj   +1 more source

Permeability and consolidation characteristics from Hole 949B, Northern Barbados Ridge [PDF]

, 1997
Low-gradient flow tests and one-dimensional consolidation tests were performed on four samples from Ocean Drilling Program (ODP) Leg 156, northern Barbados Ridge, Hole 949B, to provide direct as well as indirect measures of permeability and stress ...
Brückmann, Warner, MacKillop, A. K., Moran, K.   +2 more
core   +1 more source

Experimental Investigation of Pore Pressure on Sandy Seabed around Submarine Pipeline under Irregular Wave Loading

Sensors
The propagation of shallow-water waves may cause liquefaction of the seabed, thereby reducing its support capacity for pipelines and potentially leading to pipeline settlement or deformation.
Changjing Fu, Jinguo Wang, Tianlong Zhao
doaj   +1 more source