Rainfall and slope failure in Hong Kong

1993 ◽  
Vol 36 (1-2) ◽  
pp. 141-147 ◽  
Author(s):  
S.W.C. Au
Keyword(s):  
Author(s):  
E. N. Anderson

My first direct encounter with feng-shui came soon after I arrived in Hong Kong in 1965. A new hospital was being built on a hill overlooking Castle Peak Bay, where my family and I lived. The hospital foundations cut deep into the slope. Several old peasants told me, “This is very bad; the construction has cut the dragon’s pulse.” I learned that the hill had a dragon in it, whose blood circulation had been cut by the foundation trench. This seemed strange to me. I noted it down as a fascinating local belief, and thought no more of it. Soon afterward, a typhoon dumped two feet of rain on Hong Kong within a few days. The oversteepened, undercut slope failed, and a torrent of mud descended, washing out the hospital foundations and burying a house or two at the hill foot. “See?” said my friends. “This is what happens when you cut the dragon’s pulse.” A light went on in my head. The Chinese peasants, pragmatic to the core, had described the phenomenon in terms strange to me; but the phenomenon they described was perfectly real. I reflected that the geologists’ terms “oversteepening” and “slope failure” were not much more empirically verifiable than the dragon. Any Chinese peasant would find them even stranger than I had found that eminent serpent, since I had already learned from reading that ancient Chinese saw dragons in the scaly, ridged contours of mountain ranges. As time went on, I learned that I had found more than a different way of talking about obvious facts. Chinese site planning seemed more and more rational. I learned that villages protected the groves of trees that ringed them, because trees attract good influences and also provide shade, firewood, fruit, leafmold, timber, and other goods. I learned that roads to villages were made crooked to discourage evil beings—and that the evil beings included not only demons but also soldiers, government officials, and (other) bandits.


2020 ◽  
Vol 20 (6) ◽  
pp. 1833-1846 ◽  
Author(s):  
Meng Lu ◽  
Jie Zhang ◽  
Lulu Zhang ◽  
Limin Zhang

Abstract. Landslides threaten the safety of vehicles on highways. When analyzing the risk of a landslide hitting moving vehicles, the spacing between vehicles and the types of vehicles on the highway can be highly uncertain and have often been omitted in previous studies. Using a highway slope in Hong Kong as a case study, this paper presents a method for assessing the risk of moving vehicles being hit by a rainfall-induced landslide; this method also allows for the possible number of different types of vehicles hit by the landslide to be investigated. In this case study, the annual failure probability of the slope is analyzed based on historical slope failure data from Hong Kong. The spatial impact of the landslide is evaluated based on an empirical run-out prediction model. The consequences of the landslide are assessed using probabilistic modeling of the traffic, which can consider uncertainties in the vehicle spacing, vehicle types and slope failure time. Using the suggested method, the expected annual number of vehicles and people hit by the landslide can be conveniently calculated. This method can also be used to derive the cumulative frequency–number of fatalities curve for societal risk assessment. Using the suggested method, the effect of factors like the annual failure probability of the slope and the density of vehicles on the risk level of the slope can be conveniently assessed. The method described in this paper can provide a new guideline for highway slope design in terms of managing the risk of landslides hitting moving vehicles.


2020 ◽  
Vol 195 ◽  
pp. 01028
Author(s):  
Sabatino Cuomo ◽  
Angela Di Perna

The paper deals with the modelling of the instability mechanism induced by rainfall in an unsaturated cut-slope. A large-sized landslide occurred in 1995 in Hong Kong (the so-called “Fei Tsui Road landslide”). It was here analysed because it was characterized by unusual dimensions and very large runout distance for the study area. The slope failure was attributed to a decrease in soil shear strength due to the rise of a perched water table above a weak kaolin-rich layer, together with the loss of suction caused by water infiltration during a heavy rainfall event. The hydro-mechanical coupled analyses made through the commercial software Plaxis 2D aimed to investigate the relations between the hydrological variables (i.e., rainfall infiltration, suction, saturation) and the slope response in terms of changes in soil resistance and soil plastic deformations. The study demonstrates that the evaluation of the hydro-mechanical coupling effects on the hydraulic slope response as well as on the stability of the whole slope is a crucial issue to well capture the mechanical behaviour of the unsaturated cut-slope. Different failure scenarios have been also considered in order to match the field observations and to back-analyse the initial condition of the slope before landslide.


1982 ◽  
Vol 19 (4) ◽  
pp. 521-525 ◽  
Author(s):  
D. J. Sweeney ◽  
P. K. Robertson

A large number of steep, high cut slopes in residual soils exist in Hong Kong and many failures of such slopes have occurred, almost invariably during heavy rainfall. As a result, the long-term stability of many cut slopes is now in question.A brief review of past slope design and slope failure is presented.It has been found that the effective stress shear strength envelope of the Hong Kong soils is curved, particularly at low stress levels, and angles of friction are high. Shear strength results are presented from a series of multistage, consolidated drained, triaxial tests carried out on a typical decomposed Hong Kong granite residual soil. The results of the multistage tests are reviewed to assess the applicability of this type of test to residual soils.The importance of the curved shear strength envelope is discussed in relation to the observed slope failures.


1998 ◽  
Vol 13 (11-s4) ◽  
pp. S289-S293 ◽  
Author(s):  
SSY WONG ◽  
WC YAM ◽  
PHM LEUNG ◽  
PCY WOO ◽  
KY YUEN

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