Results 261 to 270 of about 2,243,534 (358)

Optimization of clayey soil parameters with aeolian sand through response surface methodology and a desirability function. [PDF]

Sci Rep
Boukhatem G, Bencheikh M, Benzerara M, Kırgız MS, Nagaprasad N, Ramaswamy K, Rehab-Bekkouche S, Shanmugam R.   +7 more
europepmc   +1 more source

Liquidity index of the Lublin loess as a function of cone resistance q_c from CPTU test. [PDF]

Sci Rep
Nepelski K, Lal A, Krzysiak M, Skrzypczak I, Ochab P, Gosk W.   +5 more
europepmc   +1 more source

Study on mix proportions and mechanical properties of controlled low strength material (CLSM) using river sludge. [PDF]

Sci Rep
Zhu J, Li L, Huang Z, Xu H.
europepmc   +1 more source

Experimental Analysis of Seismic Damage to the Frame Structure-Site System Crossing a Reverse Fault. [PDF]

Sensors (Basel)
Tian J, Zhang H, Qu S, Zhang J, Chen H, Xu Z, Song Y, Zhang R.   +7 more
europepmc   +1 more source

Fatigue Analysis and Numerical Simulation of Loess Reinforced with Permeable Polyurethane Polymer Grouting. [PDF]

Polymers (Basel)
Yue L, Yang X, Liu S, Guo C, Guo Z, Du L, Wang L.   +6 more
europepmc   +1 more source

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Depth factors for ring foundations in cohesive soil using numerical analysis

, 2021
Shallow foundations are seldom rested on the ground surface and are often embedded below the surface. The undrained bearing capacity of embedded footings and the depth factors associated with it for circular and strip foundations were extensively studied
K. Birid, D. Choudhury
semanticscholar   +1 more source

3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis

International journal for numerical and analytical methods in geomechanics (Print), 2020
In this paper, numerical limit analysis is applied to evaluate the bearing capacity of a single rigid pile embedded in a ponderable homogeneous cohesive‐frictionless soil subjected to vertical, horizontal, and moment (VHM) loading combinations. All loads
Noussaiba Graine, M. Hjiaj, K. Krabbenhøft   +2 more
semanticscholar   +1 more source

Field testing of rocking foundations in cohesive soil: cyclic performance and footing mechanical response

, 2020
This paper presents a field test program of a large-scale soil–footing-structure system designed with a rocking foundation in a cohesive soil to examine the behaviour of the system and to provide c...
K. Sharma, L. Deng
semanticscholar   +1 more source

EROSION OF COHESIVE SOILS

Journal of Hydraulic Research, 1978
The erosion of visco-plastic cohesive soils under the action of a turbulent fluid flow is studied. The equations describing a sediment bed are discussed. To solve them, the density distribution in the bed must be known at some initial time. Experimental field studies and results from the ultracentrifuge provide a clear picture of the density ...
J. Lambermont, G. Lebon
openaire   +1 more source

EROSION OF COHESIVE SOILS

Journal of Hydraulic Research, 1984
Experiments on erosion of cohesive soils using a circular couette flow erosion device and three clays with eight electrolytes (solutions) at approximately constant temperature are described. The analysis of the experimental results using the erosion model based on the rate process concept shows that the erosion rate of a clay by an electrolyte with ...
A.J. Raudkm, S.K. Tan
openaire   +1 more source