尼德克眼底照相机海报:Environmental Geology of Limestone in Malaysia4

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2.2 Rockfalls
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Rockfalls and rockslides are major engineering geologic problems associated with limestone hills. The steep-subvertical and often overhanging limestone cliffs are potentially hazardous in terms of rock slope stability, and numerous major incidences of rockfalls have been investigated and documented by the Geological Survey Department in the past (e.g. Shu et al., 1981; Shu and Lai, 1980). In the survey of limestone hills in the Kinta Valley area, numerous minor occurrences of rockfalls and potential rockfall sites were also documented by me (Tan, 1988), in addition to the major ones previously documented by the Geosurvey. Besides structural control by joints, faults and bedding planes, other significant contributing factors to rockfalls include blasting operations in nearby quarries (vibrations and gas expansions into fracture planes).
2.3 Rockfall hazards zonation--the Tambun Hills
An investigation into the potential rockfall hazards in the limestone hills of the Tambun area has been conducted recently (Tan, 1998b). The objectives of the study
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were to identify and categorise the various limestone cliffs into various hazards zones, so as to aid in the planning of development and construction around these hitlls. The methodology adopted involved ranking the various cliff faces in terms of stability by considering both the geological structures and the solution features. A 3-zone classification scheme was used to denote stable/low hazard, moderately stable/moderate hazard, and unstable/high hazard zones, producing a hazard zonation
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map for planning purposes. Some typical results of the study are shown in Table 1 and Fig. 1.Details can also be referred to in Tan (1998b).
Among other things, one of the conclusions of the study was that the north-south-trending bedding planes of the limestone hills in the Tambun area are the major structural features controlling the morphology and the stability of the cliff faces. The so-called Tambun Tower is one good example.

土石流2.2 56 土石流、河川工程地质问题,主要是与山灰石. 陡峭的悬垂subvertical,往往石灰岩壁有潜在危险的岩石斜坡,许多重大的土石流事件进行调查,并已登记的地质调查部门在过去(如Al树品牌. 1981年; 赖树和1980年). 在调查的灰石山河谷地区细节,许多人出现土石流潜在碎石场,也记载了我(Tan,1988),除了原先的主要记载了geosurvey. 除了关节结构控制、飞机故障、卧具、其他重要因素,包括土石流附近采石场爆破作业(振动和飞机断裂成气体膨胀). 2.3碎石危险地带--记Tambun 调查潜在的危险灰石碎石山地区进行的最近Tambun(Tan,1998b). 这项研究的目标 57 被鉴定和分类成各种不同的石灰岩悬崖危险区,以协助规划和建设,围绕这些hitlls发展. 统计方法上所涉及的各个级别的地质结构稳定,同时考虑和解决的特点. 三区分类制度是指稳定/低风险、稳定中度/中度危险,不稳定/高危险区,编制了危险地带 58 规划图. 一些典型的研究结果显示,表1580人. 1.details还可提及谭盾(1998B). 其中之一的研究结论是,南北的走向飞机的寝具灰石Tambun山地区的主要结构形态特征的控制与稳定面临的断崖. 所谓Tambun大楼就是一个很好的例子.

注:英文字为某物的名称 ; 仅供参考!!!