Mechanical response of saturated and unsaturated gravels of different sizes in drained triaxial testing

Critical state behaviour of an unsaturated high-plasticity clay

(2019) Glen J. Burton et al.   GEOTECHNIQUE

Physical and Compaction Properties of Granular Materials with Artificial Grading behind the Particle Size Distributions

(2018) Ming-liang Chen et al.   Advances in Materials Science and Engineering

A Simple Measurement of Membrane Penetration in Gravel Triaxial Tests Based on Eliminating Soil Skeleton Plastic Deformation with Cyclic Confining Pressure Loading

(2018) Jingmao Liu et al.   GEOTECHNICAL TESTING JOURNAL

Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands

(2018) Yang Xiao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Rainfall infiltration performance and its relation to mesoscopic structural properties of a gravelly soil slope

(2017) Hui Dong et al.   ENGINEERING GEOLOGY

Elastoplastic Constitutive Model for Rockfill Materials Considering Particle Breakage

(2017) Yang Xiao et al.   International Journal of Geomechanics

Effects of gravel content on shear resistance of gravelly soils

(2016) Wen-Jong Chang et al.   ENGINEERING GEOLOGY

Influence of Particle Breakage on Critical State Line of Rockfill Material

(2016) Yang Xiao et al.   International Journal of Geomechanics

Mechanical Properties of Gravel Deposits Evaluated by Nonconventional Methods

(2015) Kuang-Tsung Chang et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data

(2014) Carlos Ovalle et al.   ACTA MECHANICA

Estimation of the shear strength of gravel deposits based on field investigated geological factors

(2014) Kuang-Tsung Chang et al.   ENGINEERING GEOLOGY

Effects of particle size on compaction behavior and particle crushing of crushed sandstone–mudstone particle mixture

(2014) Jun-Jie Wang et al.   Environmental Earth Sciences

Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. II: Influence of Particle Breakage

(2014) Yang Xiao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. I: Influences of Density and Pressure

(2014) Yang Xiao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Large-scale triaxial tests of dense gravel material at low confining pressures

(2014) Stanislav Lenart et al.   SOILS AND FOUNDATIONS

Effects of Particle Size on the Shear Behavior of Coarse Grained Soils Reinforced with Geogrid

(2014) Daehyeon Kim et al.   Materials

Simulating Ballast Shear Strength from Large-Scale Triaxial Tests

(2013) Yu Qian et al.   TRANSPORTATION RESEARCH RECORD

Triaxial tests on undisturbed gravelly soils from the Sicilian shore of the Messina Strait

(2012) V. Fioravante et al.   Bulletin of Earthquake Engineering

Mechanical response of a medium-fine-grained decomposed granite in Hong Kong

(2012) W.M. Yan et al.   ENGINEERING GEOLOGY

A large triaxial investigation of the stress-path-dependent behavior of compacted rockfill

(2012) Ming Xu et al.   Acta Geotechnica

The mechanics of surficial failure in soil slopes

(2010) Poul V. Lade   ENGINEERING GEOLOGY

Evaluation of soil shear strength parameters via triaxial testing by height versus diameter ratio of sample

(2009) J. Amšiejus et al.   Baltic Journal of Road and Bridge Engineering

Shear Strength Equations for Unsaturated Soil under Drying and Wetting

(2009) Goh Shin Guan et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING