Results 21 to 30 of about 18,231 (303)

A calculation method of earth pressure on sheeting between two piles considering soil arching effect and intermediate principal stress

open access: yesShuiwen dizhi gongcheng dizhi, 2022
The classical theories of earth pressure are based on the M-C strength criterion, which do not consider the influence of soil arching effect and intermediate principal stress on earth pressure, so the theoretical earth pressures are significantly larger ...
Jinglin YOU, Shijie WANG, Haolan WANG
doaj   +1 more source

Influence of curvature change on soil arching effect in underground space development [PDF]

open access: yesE3S Web of Conferences, 2021
This paper mainly studies the behavior of axisymmetric radial interaction between soil and structure under radial stress. Considering the possible factors in the interaction, such as the soil arching effect caused by the finite curvature, a simplified ...
Xu Binbin
doaj   +1 more source

Numerical investigation into the failure of a micropile retaining wall [PDF]

open access: yes, 2017
The paper presents a numerical investigation on the failure of a micropile wall that collapsed while excavating the adjacent ground. The main objectives are: to estimate the strength parameters of the ground; to perform a sensitivity analysis on the back
Prat Catalán, Pere
core   +2 more sources

Study on the Effect of Pipe Spacing on the Arch Effect in the Pipe-roof Pre-construction Process Method

open access: yesTaiyuan Ligong Daxue xuebao, 2021
At present, domestic research on pipe roof pre-construction method mainly relies on construction experience, but has not yet formed an effective theoretical basis. In order to study the influence mechanism of pipe jacking spacing and soil arching effect,
Yan GENG   +3 more
doaj   +1 more source

The vertical capacity of grillage foundations [PDF]

open access: yes, 2011
Grillage foundations may provide an economical alternative to offshore ‘mudmat' foundations for seabed infrastructure, owing to their improved hydrodynamic characteristics, which are important during installation.
Bransby, M.F.   +3 more
core   +3 more sources

Numerical investigation on arching effect surrounding deep cylindrical shaft during excavation process

open access: yesUnderground Space, 2022
Predicting the inner displacements of deep vertical shafts during the excavation process has been a difficult task considering the geological, structural, and constructional influences.
Tanawat Tangjarusritaratorn   +4 more
doaj   +1 more source

Influence of Rotations on the Critical State of Soil Mechanics [PDF]

open access: yes, 2010
The ability of grains to rotate can play a crucial role on the collective behavior of granular media. It has been observed in computer simulations that imposing a torque at the contacts modifies the force chains, making support chains less important.
A. Lizcano   +25 more
core   +1 more source

Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2022
Existing mechanism of simulating soil movement at tunnel face is generally based on the translational or rotational velocity field, which is, to some extent, different from the real soil movement in the arching zone. Numerical simulations are carried out
Wei Li   +4 more
doaj   +1 more source

Force transmission in a packing of pentagonal particles [PDF]

open access: yes, 2007
We perform a detailed analysis of the contact force network in a dense confined packing of pentagonal particles simulated by means of the contact dynamics method.
A. Taboada   +22 more
core   +3 more sources

Model test and particle flow numerical simulation of soil arching effect for unsaturated sandy soil tunnel

open access: yesRock and Soil Mechanics, 2021
The apparent cohesion caused by matric suction makes the mechanical properties of unsaturated sand significantly different from those of dry sand. In order to study the soil arching effect of the unsaturated sand tunnel, trapdoor tests with different ...
CUI Peng-bo   +4 more
doaj   +1 more source

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