Hydrologic behavior of residual soil slopes in Singapore

被引:20
|
作者
Rezaur, RB [1 ]
Rahardjo, H [1 ]
Leong, EC [1 ]
Lee, TT [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
Singapore; infiltration; rainfall; slopes; pore water pressure; runoff;
D O I
10.1061/(ASCE)1084-0699(2003)8:3(133)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Monitoring hydrologic responses of slopes is critical for advancing hillslope hydrologic studies. Storm- and time-based continuous hydrologic responses from three instrumented hillslopes in Singapore were monitored for a period of 420 days to observe the impact of rainfall on the pore-water pressure changes and runoff generation. Analyses of the hydrologic data indicate that only about 37% of the annual rainfall events are capable of producing runoff, and a threshold rainfall of about 10 mm is required to produce runoff. The seasonal distribution of pore-water pressures showed that the slopes experience high matric suctions during dry periods that are comparable to matric suctions observed in other tropical climates, and positive pore-water pressures during wet periods, that are higher than in other geographic locations. A high correlation between the increase in pore-water pressure and the daily rainfall may provide a convenient estimate of the increase in pore-water pressure due to the daily rainfall. The variability of hillslope hydrologic responses from storm to storm is distinctive when compared with previous results at other geographic locations.
引用
收藏
页码:133 / 144
页数:12
相关论文
共 50 条
  • [1] Horizontal drains in residual soil slopes
    Santoso, V. A.
    Rahardjo, H.
    Leong, E. C.
    Ng, Y. S.
    Tam, C. P. H.
    UNSATURATED SOILS: EXPERIMENTAL STUDIES IN UNSATURATED SOILS AND EXPANSIVE SOILS, 2010, : 325 - +
  • [2] The role of time in the hydrological behavior of residual soil slopes during rainfall events
    Fan, Chia-Cheng
    Chang, Hsu-Wei
    CATENA, 2015, 124 : 1 - 8
  • [3] The Strength Anisotropy of a Residual Soil in Singapore
    Meng, G-H.
    Chu, J.
    GEOTECHNICAL ENGINEERING, 2011, 42 (04): : 10 - 18
  • [4] Behavior of Soil Reinforcements in Slopes
    Onur, M. Inanc
    Tuncan, Mustafa
    Evirgen, Burak
    Ozdemir, Bertan
    Tuncan, Ahmet
    ADVANCES IN TRANSPORTATION GEOTECHNICS III, 2016, 143 : 483 - 489
  • [5] Probability of failure of slopes. Application to slopes of a granitic residual soil
    Martins, FF
    Martins, JB
    Vieira, CFS
    Valente, BDSS
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 2143 - 2146
  • [6] Stability of Undisturbed Residual Soil Hill Slopes
    Sharma, Anup Kaushik
    Das, Utpal Kumar
    GEOTECHNICAL ENGINEERING, 2022, 53 (02): : 29 - 34
  • [7] Stability of residual soil slopes as affected by rainfalls
    Rahardjo, H
    Chang, MF
    Lin, TT
    LANDSLIDES-BK, 1996, : 1109 - 1114
  • [8] PERFORMANCE OF HORIZONTAL DRAINS IN RESIDUAL SOIL SLOPES
    Rahardjo, H.
    Santoso, V. A.
    Leong, E. C.
    Ng, Y. S.
    Hua, C. J.
    SOILS AND FOUNDATIONS, 2011, 51 (03) : 437 - 447
  • [9] Suction profiles and stability of residual soil slopes
    Leong, EC
    Low, BK
    Rahardjo, H
    SLOPE STABILITY ENGINEERING, VOLS 1 & 2, 1999, : 387 - 392
  • [10] Probabilistic analysis of unsaturated residual soil slopes
    Chong, PC
    Phoon, KK
    Tan, TS
    APPLICATIONS OF STATISTICS AND PROBABILITY, VOLS 1 AND 2: CIVIL ENGINEERING RELIABILITY AND RISK ANALYSIS, 2000, : 375 - 382