The DOI matches its Crossref record; 2 of the 2 references it cites were found in a registry or an index.
Numerical Analysis of Rainfall Effects on Slope Stability
Abstract
The finite element analysis of transient water flow through unsaturated–saturated soils was used to investigate effects of hydraulic characteristics, initial relative degree of saturation, methods to consider boundary condition, and rainfall intensity and duration on water pressure in slopes. The finite element method with shear strength reduction technique was used to evaluate the stability of slopes under rainfall. The results of the finite element analysis indicated that the hydraulic characteristics, initial relative degree of saturation, methods to consider boundary condition, and rainfall intensity and duration had significant influence on the water pressure in slopes, and thus on the stability of slopes under rainfall. The good comparisons of the numerical results with statistical and observational results showed the ability of the finite element analysis to evaluate the stability of slopes under rainfall.
Overview
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Self-check
Percentages, sums and reported differences re-computed from the paper’s own numbers.
The self-check needs the paper’s full text.
Citations
Cites
A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils
van Genuchten, M. T. (1980) · Soil Science Society of America Journal · doi:10.2136/sssaj1980.03615995004400050002x · Cited by 27,578
A new model for predicting the hydraulic conductivity of unsaturated porous media
Mualem, Y. (1976) · Water Resources Research · doi:10.1029/wr012i003p00513 · Cited by 8,300
Cited by
The mechanisms behind shallow failures in slopes comprised of landslide deposits
Cui, P., Guo, C.-X., Zhou, J.-W., Hao, M.-H., & Xu, F.-G. (2014) · Engineering Geology · doi:10.1016/j.enggeo.2014.04.009 · Cited by 123
Metadata
- Authors
- Cai, F., & Ugai, K.
- Venue
- International Journal of Geomechanics
- Published
- 2004-06
- Volume
- 4
- Issue
- 2
- Pages
- 69-78
- ISSN
- 1532-3641 (ISSN-L)
- 1943-5622
- DOI
- 10.1061/(asce)1532-3641(2004)4:2(69
- OpenAlex
- W2102700300
- Cited by
- 346
- References
- 2
- FWCI
- 1.54
- Type
- journal article
- Language
- en
- Open access
- closed
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Numerical Analysis of Rainfall Effects on Slope Stability. https://app.cochat.ai/papers/10.1061/(asce)1532-3641(2004)4:2(69
- The paper
- Cai, F., & Ugai, K. (2004). Numerical Analysis of Rainfall Effects on Slope Stability. International Journal of Geomechanics. https://doi.org/10.1061/(asce)1532-3641(2004)4%3A2(69
Data sources
Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
