Rainfall Physical Model Test of Loess Filling Slope Based on the NbS Structure

The increasing number of filling engineering slopes in the loess plateau area over three major projects, “building a city on leveled mountain” “consolidating the ditch and protecting the plateau” and “managing the ditch and creating land” are causing enormous potential geohazard. To provide a new solution for the treatment of the filling slopes in the loess plateau, a loess-paleosol layered self-stabilizing structure is introduced into the disaster prevention and control of loess filling slopes using quicklime and modified cellulose to improve the loess and a new water control structure of loess filling slopes is proposed based on the natural-based solution concept. Through physical model tests, the changes in the seepage field, stress field, and deformation field of filling slopes with or without water control structure are explored, and the final failure mode of slope instability is obtained. The results showed that: 1) compared to the remodeled loess, the improved loess has a better liquid limit, an increased plastic limit, an increased shear strength, a significantly decreased saturated coefficient of permeability, of which the modified cellulose improved loess coefficient of permeability decreased by 88.59% and the lime improved loess coefficient of permeability decreased by 95.18%, and a slower water migration speed in slopes with a water control structure. Besides, the low-permeability layer plays a good effect of water insulation; 2) the existence of anti-erosion surface layer improved the anti-erosion ability of the slope, and the erosion amount of the slope with water control structure was only 28.43% of that without water control structure; 3) the deformation and failure mode of the slope with water control structure was progressive shear slip instability, while the deformation and failure mode of the slope without water control structure was sudden collapse flow slip failure. The results of this study can provide a theoretical reference for ecological management and disaster prevention of filling slopes in the loess plateau.

Publication Details

Journal
SHILAP Revista de lepidopterología
Published
2024-09-01
Primary Topic
Cell Image Analysis Techniques
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Rainfall Physical Model Test of Loess Filling Slope Based on the NbS Structure

SHILAP Revista de lepidopterología
Cell Image Analysis Techniques
article

Rainfall Physical Model Test of Loess Filling Slope Based on the NbS Structure

article en

Abstract

The increasing number of filling engineering slopes in the loess plateau area over three major projects, “building a city on leveled mountain” “consolidating the ditch and protecting the plateau” and “managing the ditch and creating land” are causing enormous potential geohazard. To provide a new solution for the treatment of the filling slopes in the loess plateau, a loess-paleosol layered self-stabilizing structure is introduced into the disaster prevention and control of loess filling slopes using quicklime and modified cellulose to improve the loess and a new water control structure of loess filling slopes is proposed based on the natural-based solution concept. Through physical model tests, the changes in the seepage field, stress field, and deformation field of filling slopes with or without water control structure are explored, and the final failure mode of slope instability is obtained. The results showed that: 1) compared to the remodeled loess, the improved loess has a better liquid limit, an increased plastic limit, an increased shear strength, a significantly decreased saturated coefficient of permeability, of which the modified cellulose improved loess coefficient of permeability decreased by 88.59% and the lime improved loess coefficient of permeability decreased by 95.18%, and a slower water migration speed in slopes with a water control structure. Besides, the low-permeability layer plays a good effect of water insulation; 2) the existence of anti-erosion surface layer improved the anti-erosion ability of the slope, and the erosion amount of the slope with water control structure was only 28.43% of that without water control structure; 3) the deformation and failure mode of the slope with water control structure was progressive shear slip instability, while the deformation and failure mode of the slope without water control structure was sudden collapse flow slip failure. The results of this study can provide a theoretical reference for ecological management and disaster prevention of filling slopes in the loess plateau.

SHILAP Revista de lepidopterología
Climate action
Openalex Percentile: Top 38%
Cell Image Analysis Techniques
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.