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University of Kentucky

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Reply to comment on “A dataset and review of empirical estimation relationships for landslide runout distances”

回复关于“滑坡堆积距离的经验估计关系的数据集和综述”的评论

Earth-Science Reviews

IF10

2025-11-280

PRE

A dataset and review of empirical estimation relationships for landslide runout distances

滑坡堆积距离的实证估算关系的数据集与综述

Earth-Science Reviews

IF10

2025-07-180

PRE

Prediction of stratified ground consolidation via a physics-informed neural network utilizing short-term excess pore water pressure monitoring data

COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING

IF9.1

2024-08-171

OAAI

The influence of seismic displacement models on spatial prediction of regional earthquake-induced landslides

地震位移模型对区域地震滑坡空间预测的影响

ENGINEERING GEOLOGY

IF8.4

2023-11-015

OAAI

A pseudo-3D methodology for regional-scale back-analysis of earthquake-induced landslides

ENGINEERING GEOLOGY

IF8.4

2023-11-015

OAAI

Undrained cylindrical cavity expansion in modified cam-clay soil: A semi-analytical solution considering biaxial in-situ stresses

COMPUTERS AND GEOTECHNICS

IF6.2

2021-02-018

PREAI

Effects of Clay Creep on Long-Term Load-Carrying Behaviors of Bored Piles: Aiming at Reusing Existing Bored Piles

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2020-08-016

PREAI

Service life of prestressed high-strength concrete pile in marine environment considering effects of concrete stratification and temperature

CONSTRUCTION AND BUILDING MATERIALS

IF8

2020-08-0121

PREAI

Analysis of nonlinear load-displacement behaviour of pile groups in clay considering installation effects

SOILS AND FOUNDATIONS

IF3.3

2020-08-0112

OAAI

Prediction on service life of concrete pipeline buried in chlorinated environment under nonuniformly distributed earth pressure

CONSTRUCTION AND BUILDING MATERIALS

IF8

2020-05-0110

PREAI

Drained cylindrical cavity expansion in modified Cam-clay soil under biaxial in-situ stresses

COMPUTERS AND GEOTECHNICS

IF6.2

2020-05-0112

PREAI

A feasible approach to predicting time-dependent bearing performance of jacked piles from CPTu measurements

ACTA GEOTECHNICA

IF5.7

2019-11-1612

PREAI

Prediction of nonlinear vertical settlement of a pile group consisting of new and existing displacement piles in clay strata

由粘土地层中新的和现有的位移桩组成的桩组的非线性垂直沉降预测

SOILS AND FOUNDATIONS

IF3.3

2019-10-0117

OAAI

Semi-analytical approach for time-dependent load-settlement response of a jacked pile in clay strata

CANADIAN GEOTECHNICAL JOURNAL

IF3.5

2017-12-0153

OAAI

Drained Elastoplastic Solution for Cylindrical Cavity Expansion in K0-Consolidated Anisotropic Soil

engineering fracture mechanics

IF3.2

2017-11-0136

PREAI

Limit analysis on seismic stability of anisotropic and nonhomogeneous slopes with anti-slide piles

SCIENCE CHINA-TECHNOLOGICAL SCIENCES

IF4.9

2017-10-1719

PREAI

Unified Solution to Drained Expansion of a Spherical Cavity in Clay and Sand

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2017-08-0120

PREAI

Analysis of Time-Dependent Bearing Capacity of a Driven Pile in Clayey Soils by Total Stress Method

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2017-07-0149

PREAI