Results 21 to 30 of about 893,458 (334)
Active earth pressure acting on retaining wall considering anisotropic seepage effect [PDF]
, 2017 This paper presents a general solution for active earth pressure acting on a vertical retaining wall with a drainage system along the soil-structure interface. The backfill has a horizontal surface and is composed of cohesionless and fully saturated sand
Hu,Zheng +2 more
core +1 more source
Advances in Materials Science and Engineering, 2021 To solve the Earth pressure problems in practical engineering, such as retaining walls and foundation pits, we derive active and passive Earth pressure formulas in accordance with the relationship between intermediate principal stress and excavation ...
Yu Zhang +6 more
doaj +1 more source
The Role of N2 as a Geo-Biosignature for the Detection and Characterization of Earth-like Habitats [PDF]
, 2019 Since the Archean, N2 has been a major atmospheric constituent in Earth's atmosphere. Nitrogen is an essential element in the building blocks of life, therefore the geobiological nitrogen cycle is a fundamental factor in the long term evolution of both ...
Cubillos, Patricio E. +6 more
core +2 more sources
An analysis of passive earth pressure modification due to seepage flow effects [PDF]
, 2016 Using an assumed vertical retaining wall with a drainage system along the soil-structure interface, this paper analyses the effect of anisotropic seepage flow on the development of passive earth pressure.
C. Brayne (766018) +7 more
core +6 more sources
Reply to the discussion by Ganesh on “Analysis of passive earth pressure modification due to seepage flow effects" [PDF]
, 2018 Using an assumed vertical retaining wall with a drainage system along the soil–structure interface, this paper analyses the effect of anisotropic seepage flow on the development of passive earth pressure.
Hu, Z, Wilkinson, Stephen, Yang, Z.X.
core +1 more source
Frontiers in Earth Science, 2022 Retaining walls may become unstable when the steep slope angle of the top of the wall (β) is greater than the internal friction angle of the earth behind the wall (φ). To examine this behaviour, an active earth pressure model test setup was designed with
Kui Wang +5 more
doaj +1 more source
Halo Coronal Mass Ejections during Solar Cycle 24: reconstruction of the global scenario and geoeffectiveness [PDF]
, 2017 In this study we present a statistical analysis of 53 fast Earth-directed halo CMEs observed by the SOHO/LASCO instrument during the period Jan. 2009-Sep.
Messerotti, Mauro +3 more
core +4 more sources
Advances in Civil Engineering, 2020 The horizontal differential layer element method was used to study the active earth pressure of the finite-width soil formed by the rigid retaining wall for the embankment or adjacent foundation pits.
Weidong Hu +4 more
doaj +1 more source
Geofluids, 2022 Calculating the earth pressure of the sloping soil having finite width behind the retaining wall is difficult for stability calculation. Thus, a novel method to calculate the active pressure of cohesionless sloping finite soil behind a retaining wall was
Weiwei Wang +4 more
doaj +1 more source
Shock and Vibration, 2021 At present, most seismic earth pressure theories have the limitations of complex derivation process and difficult solution. To solve these problems, considering the deflection of small principal stress caused by soil arching effect, the central arc soil ...
Zheng-zhen Wang +3 more
doaj +1 more source