Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (9): 2573-2582.doi: 10.16285/j.rsm.2023.1680

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Effect of free iron oxide on shear strength of laterite based on borehole shear test

RAN Yu-ling1, 2, ZHANG Wen-bo3, BAI Wei1, KONG Ling-wei1, ZHOU Li-na4, FAN Heng-hui2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Wuhan, Hubei 430071, China; 2. College of Water Resources and Architectural Engineering, Northwest Agriculture and Forestry University, Yangling, Shaanxi 712100, China; 3. School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China; 4. China Nuclear Engineering Consulting Co., Ltd., Beijing 100032, China
  • Received:2023-11-07 Accepted:2023-12-15 Online:2024-09-06 Published:2024-08-30
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41772339, 41877281).

Abstract: The cementation formed by free iron oxide and its special structural connections between particles are closely related to the mechanical properties of laterite. To investigate the effect of free iron oxide on the mechanical properties of laterite in situ, selective dissolution of free iron oxide in laterite was carried out using a Dithionite-Citrate-Bicarbonate solution. The shear strength indexes of laterite at various depths under different iron removal conditions were determined through borehole shear testing (BST). The results indicated a significant correlation between the content of free iron oxide and the duration of DCB solution immersion, with a rapid removal rate in the initial stages followed by a slower rate in the later stages. The stress-strain curve of laterite exhibits strain hardening and deformation in BST testing. At the same depth, the shear strength of laterite decreases as soaking time increases, with a reduction of up to approximately 79.0% within the initial four days of testing. For the same soaking time and depth, the shear strength of laterite increases with increasing normal stress. Similarly, at the same soaking time and normal stress, the shear strength of laterite increases with the increase of depth. As soaking time increases, free iron oxide in the forms of “envelope”, “bridge” or “single particle” is progressively eliminated, leading to damage in the microstructure of laterite. The original dense structure develops pores, cracks, and becomes loose, resulting in a macro-level reduction in the mechanical strength of laterite.

Key words: borehole shear test (BST), free iron oxide, lateritic, shear strength

CLC Number: 

  • TU411
[1] YANG Xuan-yu, WANG Yong, . Experimental study on shear behavior of regular soil-rock interface considering asperity widths [J]. Rock and Soil Mechanics, 2025, 46(S1): 195-204.
[2] FANG Wei, WU Run-feng, ZHOU Chun-mei, . Rankine passive earth pressure of unsaturated soil using envelope shell model [J]. Rock and Soil Mechanics, 2025, 46(9): 2885-2893.
[3] SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362.
[4] LAO Guo-feng, YANG Jun-sheng, XIE Yi-peng, TANG Chong, XU Zhi-peng, . A peak shear strength model of continuously graded granular soils based on skeleton structure indices [J]. Rock and Soil Mechanics, 2025, 46(8): 2459-2470.
[5] LUO Zuo-sen, CAO Xu, DENG Hua-feng, YANG Wang, LI Jian-lin, YANG Chao, . Influence of dynamic normal load on shear mechanical properties of limestone joint surface under different water-bearing states [J]. Rock and Soil Mechanics, 2025, 46(6): 1799-1810.
[6] OUYANG Miao, ZHANG Hong-ri, WANG Gui-yao, DENG Ren-rui, GUO Ou, WANG Lei, GAO You, . Optimization of the ratio of expansive soil improved by biological matrix based on response surface method [J]. Rock and Soil Mechanics, 2025, 46(5): 1368-1378.
[7] CAO Su-nan, LI Chun-hong, CHEN Yuan-bing, FEI Kang, . Shear characteristics of biomimetic sand-structure interface under cyclic loading conditions [J]. Rock and Soil Mechanics, 2025, 46(3): 821-832.
[8] WU Xue-zhen, XIA Ya-xin, LI Da-yong, YOU Xian-hui, SHAN Ning-kang, XIAO Zhen-ke, CHEN Xiang, . Experiment on shear strength of inner interface of a new type stiffened deep mixed pile [J]. Rock and Soil Mechanics, 2025, 46(2): 467-478.
[9] WANG Jun, ZHANG Kai-yu, CHEN Sheng-kai, QIN Wei, NI Jun-feng, GAO Zi-yang, ZHANG Yi-fang, . Experimental study on explosive deposition depth affecting soil parameters in explosion replacement method [J]. Rock and Soil Mechanics, 2025, 46(1): 123-132.
[10] LIU Ji-fu. A new method for analyzing stability of drainage consolidation embankments [J]. Rock and Soil Mechanics, 2024, 45(S1): 106-114.
[11] ZHANG Ya-qin, YANG Ping, ZHANG Ting, HAN Lin-liang. Effects of salt content and freeze-thaw conditions on static and dynamic strength characteristics of freeze-thawed chloride silty clay [J]. Rock and Soil Mechanics, 2024, 45(S1): 157-166.
[12] ZHANG Hua-jin, WU Shun-chuan, LI Bing-lei, ZHAO Yu-song, . Uncertainty estimation of rock shear strength parameters based on Gaussian process regression [J]. Rock and Soil Mechanics, 2024, 45(S1): 415-423.
[13] ZHU Jun-yu, PEI Li-hua, GUI Yue, . Reconceptualization of the shear strength of organic soils: based on the perception of soil organic matter occurrence forms [J]. Rock and Soil Mechanics, 2024, 45(S1): 451-460.
[14] FENG Shuai, CHEN Pan, ZHOU Jia-zuo, WEI Chang-fu, . The effect of occurrence environments on the mechanical behavior of methane hydrate-bearing sediments [J]. Rock and Soil Mechanics, 2024, 45(7): 1987-1999.
[15] SUN Jie-hao, GUO Bao-hua, CHENG Sheng-jin, TIAN Shi-xuan, CHEN Yan, . Shear strength characteristics of rock-like joints in different control modes and unloading stress paths [J]. Rock and Soil Mechanics, 2024, 45(7): 2061-2071.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!