Results 21 to 30 of about 273 (162)
Comparative Study on Triaxial Test of Undisturbed and Remolded Loess
The difference of sample preparation methods will directly lead to the difference of the structure of the sample, and the mechanical response characteristics under external load will be different. Based on the conventional tests such as particle analysis, specific gravity, critical moisture content, and consolidation test of undisturbed loess from Xi ...
Shuo Zhang +3 more
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Neoadjuvant chemoimmunotherapy for non–small‐cell lung cancer (NSCLC) has achieved an excellent pathological response. The dynamic changes in the tumor immune microenvironment are closely related to the efficacy of neoadjuvant immunotherapy in NSCLC patients.
Rui Han +14 more
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To reveal the influence of water content on the strength characteristics and brittle‐plastic failure process of Xiashu loess, the direct shear test and unconfined compressive strength test of Xiashu loess with different water content were carried out, and the influence of water content on its strength characteristics and brittle‐plastic failure ...
Yanran Hu +3 more
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Deformation characteristics of saturated remolded loess under cyclic traffic loads
To study the deformation laws of saturated remolded loess under the rotation of principal stress axis, the cyclic triaxial tests and cyclic traffic load tests on the saturated remolded loess under drainage are carried out by using the hollow cylinder ...
WENG Xiao-lin 1, HU Ji-bo 1, JIA Yang 2, ZHOU Shang-qi 1
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To study the mechanisms of strong and weak combined water on the mechanical properties of in situ loess deformation and strength, triaxial compression tests with different combined water contents were carried out to in situ loess in a region of Shaanxi Province, China. The influence on the mechanical properties and structural variation of in situ loess
Yueyue Wang +4 more
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Loess, a collapsible soil, is widely distributed in the Qinghai–Tibet Plateau in China. In the meantime, loess is a sustainable and green building material that is widely used in traditional residential buildings.
Banglong Xie +4 more
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Study on Energy Dissipation Characteristic of Ice‐Rich Frozen Soil in SHPB Compression Tests
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
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Effect of Dry‐Wet Cycles on Strength Properties and Microstructure of Lime‐Metakaolin‐Modified Soil
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
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Dynamic Characteristics and Mechanism of the Saturated Compacted Loess under Freeze-Thaw Cycles
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
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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
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