H
Hua Wen
Researcher at Southwest University of Science and Technology
Publications - 10
Citations - 54
Hua Wen is an academic researcher from Southwest University of Science and Technology. The author has contributed to research in topics: Pile & Bearing capacity. The author has an hindex of 5, co-authored 10 publications receiving 38 citations.
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DEM analysis of geobag wall system filled with recycled concrete aggregate
TL;DR: In this article, the performance of the geobag wall system as a flexible retaining wall to support an embankment was conducted employing the discrete element method (DEM) code PFC2D.
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A simplified method for the determination of vertically loaded pile-soil interface parameters in layered soil based on FLAC 3D
TL;DR: In this article, a simplified method for the determination of pile-soil interface parameters in layered soil is proposed based on the parameter studies, and a filed loading test is used for the validation of the simplified method.
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Comparison on the Vertical Behavior of Lattice Shaped Diaphragm Wall and Pile Group under Similar Material Quantity in Soft Soil
TL;DR: In this article, the applicability of Lattice Shaped Diaphragm Wall (hereinafter for LSDW) as bridge foundations in soft soil was investigated, and three models (pile group, LSDW with single chamber and two chambers) under similar material quantity were studied by small-scale model tests and numerical analysis based on FLAC3D.
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A load transfer approach to rectangular closed diaphragm walls
TL;DR: In this article, a simplified analytical model of an RCDW is established in accordance with the load transfer approach, and a program named SPFRCDW is developed to estimate the settlement of RCDWs based on the proposed approach.
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Comparison on the Horizontal Behaviors of Lattice-Shaped Diaphragm Wall and Pile Group under Static and Seismic Loads
TL;DR: In this paper, a numerical study of the comparison of the static and seismic responses of LSDW and pile group under similar material quantity in soft soil was conducted. And it was found that the horizontal bearing capacity of LSDw is considerably larger than that of pile group, while pile group clearly shows a local bending deformation pattern during the static loading process.