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Titlebook: Geohazards; Proceedings of IGC 2 Madhavi Latha Gali,P. Raghuveer Rao Conference proceedings 2021 Springer Nature Singapore Pte Ltd. 2021 Ge

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31#
發(fā)表于 2025-3-27 00:20:09 | 只看該作者
https://doi.org/10.1007/978-3-642-91650-2ity to analyze the stability of the slope before designing a slope or a structure near or on it. This paper includes the qualitative stability analysis of a slope located at Karcham Wangtoo in Wangtu, Kinnaur, Himachal Pradesh, India. The qualitative sense lies in the fact that the least stable cond
32#
發(fā)表于 2025-3-27 03:55:39 | 只看該作者
https://doi.org/10.1007/978-3-662-29097-2ves more on tourism; hence, it is essential to take proper attention in these areas. The objectives of the present study include generation of a landslide inventory, damage assessment, hazard mapping and subsequently risk analysis. The aim is to identify the causative factors responsible for landsli
33#
發(fā)表于 2025-3-27 09:03:22 | 只看該作者
34#
發(fā)表于 2025-3-27 12:08:24 | 只看該作者
https://doi.org/10.1007/978-3-658-36566-0 be hazardous and/or toxic in nature; therefore, it is pertinent to design these storage structures in such a way that they are stable on the wake of slope failures due to accidents arising from natural and anthropogenic activities. In this paper, an attempt has been made to study the seepage and st
35#
發(fā)表于 2025-3-27 13:36:07 | 只看該作者
36#
發(fā)表于 2025-3-27 18:54:07 | 只看該作者
https://doi.org/10.1007/978-3-662-33293-1re on retaining wall plays an important role to ensure safety of such structure. The dynamic lateral earth pressure on retaining wall during earthquake condition is always greater than static lateral earth pressure and can induce large destabilizing force. Plaxis 2D software accomplishes the analysi
37#
發(fā)表于 2025-3-28 00:33:58 | 只看該作者
38#
發(fā)表于 2025-3-28 02:51:41 | 只看該作者
Die magische Welt der Beratung,perstructures. In case of tall structures like chimneys, the base moments will be high and hence need to be checked for both maximum and minimum bearing pressures and ensure that the safe bearing pressure is not exceeded and also the possible uplift if any is limited to the guidelines suggested by t
39#
發(fā)表于 2025-3-28 07:54:55 | 只看該作者
40#
發(fā)表于 2025-3-28 14:17:40 | 只看該作者
978-981-15-6235-8Springer Nature Singapore Pte Ltd. 2021
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