Results 41 to 50 of about 30,141 (157)
Sampling equipments and methods for undisturbed and remolded loess.
, 2022 (A) Undisturbed loess specimen sealed in iron cylinder. (B) Preparation of undisturbed loess cutting ring specimen. (C) Remodeling specimen preparation equipment. (D) Reshaping specimen preparation tool. (E) Remodeling cutting ring specimen.
Jun Zhang (48506) +4 more
core +1 more source
Dynamic Characteristics and Mechanism of the Saturated Compacted Loess under Freeze-Thaw Cycles
Geofluids, 2021 To study the dynamic characteristics and mechanism of saturated loess after freeze-thaw cycles, a series of laboratory tests including freeze-thaw cycle tests, dynamic triaxial tests, and scanning electron microscope tests of the saturated remolded loess
Qian Wang +5 more
doaj +1 more source
Study on Energy Dissipation Characteristic of Ice‐Rich Frozen Soil in SHPB Compression Tests
Geofluids, Volume 2022, Issue 1, 2022., 2022 Frozen soil will inevitably bear dynamic loads (impact and blasting) in the construction process in cold regions; the investigation of dynamic energy dissipation characteristic of ice‐rich frozen soil is beneficial to optimize blasting parameters and the design of underground explosion‐proof structure. In this study, the dynamic impact laboratory tests
Ma Dongdong +5 more
wiley +1 more source
, 2022 (A) Shear stress-shear displacement curve of 4#、7# - 10# undisturbed and 22#、25#-28# remolded loess specimens (w = 16%). (B) Shear stress-shear displacement curve of 5#、11# - 14# undisturbed and 23#、29#-32# remolded loess specimens (w = 19%).
Jun Zhang (48506) +4 more
core +1 more source
Effect of Dry‐Wet Cycles on Strength Properties and Microstructure of Lime‐Metakaolin‐Modified Soil
Advances in Civil Engineering, Volume 2022, Issue 1, 2022., 2022 To explore the feasibility of replacing natural hydraulic lime (NHL) with lime‐metakaolin (L‐MK) in the restoration of soil sites, the samples of L‐MK‐modified silty sand (hereinafter L‐MK‐modified soil) underwent 0, 5, 10, and 15 dry‐wet cycles and were then tested for mass loss, unconfined compressive strength, and splitting tensile strength.
Xinming Li +5 more
wiley +1 more source
, 2022 (A) Vertical strain-shear displacement curve of 4#、7# - 10# undisturbed and 22#、25# - 28# remolded loess specimens (w = 16%). (B) Vertical strain-shear displacement curve of 5#、11# - 14# undisturbed and 23#、29# - 32# remolded loess specimens (w = 19 ...
Jun Zhang (48506) +4 more
core +1 more source
Advances in Materials Science and Engineering, Volume 2022, Issue 1, 2022., 2022 The soil stabilizer of the Consolid system (content: 0%–2.46%) was used for the modification of collapsible loess. The consolidation test, compression test, collapsibility test, and strength test of modified loess were conducted. In addition, X‐ray diffraction (XRD), scanning electron microscopy (SEM), and mercury injection tests were carried out to ...
Yongde Liu +6 more
wiley +1 more source
Advances in Civil Engineering, Volume 2022, Issue 1, 2022., 2022 Silty clay is a kind of clay with more powder group than sand group, and its shear strength is mainly influenced by moisture content, dry density, and particle gradation. In this study, the deformation characteristics of silty clay under different normal pressure conditions were investigated from the perspective of control variables through indoor ...
Qinrong Kang +5 more
wiley +1 more source
Residual strength index of 4#-18# undisturbed and 22# - 36# remolded loess specimens.
, 2022 Residual strength index of 4#-18# undisturbed and 22# - 36# remolded loess specimens.
Jun Zhang (48506) +4 more
core +1 more source
, 2022 Residual strain- vertical pressure curve of 4# - 18# undisturbed and 22# - 36# remolded loess specimens.
Jun Zhang (48506) +4 more
core +1 more source