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    Geobarrier system for use in underground structure by Leong, Eng Choon, Zhai, Qian, Tan, Sze Tiong, Wang, Chien Looi, Lim, Vincent Han, Kew, Jernice Huiling, Seow, Wei Kiong, Wong, Johnny Liang Heng, Rahardjo, Harianto, Satyanaga, Alfrendo, Gofar, Nurly, Mohamed, Haneena

    Published 2018
    “…On the other hand, the negative pore-water pressure contributes additional shear strength to the unsaturated soil. As water infiltrates into the slope, pore-water pressure in the slope increases (matric suction decreases), and the additional shear strength due to matric suction will decrease or even disappear, causing the slope to be more susceptible to failure. …”
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