Results 21 to 30 of about 26,229 (261)

Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading

open access: yesRock and Soil Mechanics, 2021
To study the permeability of saturated clays with different stress histories under ramp loading, the one-dimensional consolidation and seepage tests are carried out using modified GDS triaxial apparatus, and the change of the permeability coefficient of ...
ZHANG Le   +3 more
doaj   +1 more source

Test methods for self-weight consolidation coefficient of deposited sediment

open access: yesYantu gongcheng xuebao, 2017
The consolidation coefficient in the Terzaghi theory is constant. It will cause significant errors if it is directly applied in the calculation of large strain consolidation of deposited sediment.
GUO Shuai-jie 1,2, ZHANG Fu-hai 3, SONG Xu-guo 1,2
doaj   +1 more source

Experimental Study on the Saturated Compacted Loess Permeability under K0 Consolidation

open access: yesAdvances in Civil Engineering, 2020
This paper investigates the permeability characteristics of compacted loess by focusing on the anisotropy parallel and perpendicular to the compaction.
Yan-zhou Hao   +4 more
doaj   +1 more source

Analytical solution for one-dimensional electroosmosis consolidation considering threshold potential gradient under time-dependent loading

open access: yesYantu gongcheng xuebao, 2023
The concept of the threshold potential gradient is introduced into the electroosmosis consolidation theory. The governing equation for one-dimensional electroosmosis consolidation considering the effective potential attenuation with time-dependent ...
GE Shangqi 1, 3, JIANG Wenhao 2, ZHENG Lingwei 3, 1, XIE Xinyu 1, 4, XIE Kanghe 1
doaj   +1 more source

Analytical Solution for Consolidation of Vertical Drains-Impervious Piles with Multiple Composite Foundations under Nonuniform Initial Pore Pressure and Time-Dependent Well Resistance

open access: yesAdvances in Civil Engineering, 2022
For the vertical drains-impervious pile multiple composite foundation consolidation problem, the effects of nonuniform distribution of initial pore pressure, variation of well resistance with time, and combined radial and vertical seepage in the soil are
Yuguo Zhang, Yamin Zhao
doaj   +1 more source

Study on Soil Consolidation Coefficient on CPTU Model Test

open access: yes, 2011
Through analyzing excess pore pressure dissipation datum measured by CPTU probe and pore pressure mini-transducers on CPTU model test, the consolidation coefficient of soil of CPTU model test has been computed. Based on axis-symmetric consolidation model
Yan Chun Tang   +2 more
core   +1 more source

Research on Horizontal Coefficient of Consolidation of Vietnam’s Soft Soil

open access: yesJournal of Engineering, 2020
The horizontal coefficient of consolidation is the most important parameter for designing the improvement of soil soft by prefabricated vertical drains (PVDs) combined with surcharge and vacuum preloading.
Nu Nguyen Thi   +2 more
doaj   +1 more source

Pore Pressure Response and Dissipation of Piezocone Test in Shallow Silty Soil of Yellow River Delta

open access: yesJournal of Marine Science and Engineering, 2022
Soil dilatancy and partial drainage have great influence on the consolidation coefficient assessment of silty soils with clay content of less than 30% in the Yellow River Delta using the CPTu. This paper discussed the effect of soil dilatancy and partial
Yan Zhang   +4 more
doaj   +1 more source

Consolidation Process and Triaxial Shear Test of Consolidation Coefficient for Saturated Soft Soil in Marsh

open access: yes, 2011
The consolidation coefficient is the important parameters for soft soil foundation to predict its consolidation settlement. At present, one-way compression test is mainly used to study consolidation process and consolidation coefficient of soft soil. For
Xia Xin Tao   +3 more
core   +1 more source

Experimental Research on Creep Characteristics of Nansha Soft Soil

open access: yesThe Scientific World Journal, 2014
A series of tests were performed to investigate the creep characteristics of soil in interactive marine and terrestrial deposit of Pearl River Delta.
Qingzi Luo, Xiaoping Chen
doaj   +1 more source

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