Assessment of slope-cut landslides along Pokhara-Baglung Highway, Nepal

Sundarmani Dhungana, Menuka Maharjan
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Abstract

The study addresses the ramifications of development initiatives in delicate mountainous terrains, unveiling significant economic constraints and multifaceted environmental challenges. It focuses on investigating substantial landslides triggered by excavations along a specified stretch of Nepal's Pokhara-Baglung Highway. This research holds significance for policymakers engaged in devising highway development strategies that mitigate future landslides, minimizing both costs and the toll on life and assets. The investigation encompassed on-site cataloging of landslides, lab test of sampled soils and a structured questionnaire distributed among local residents. This comprehensive approach facilitated a thorough assessment of landslide occurrences and their consequential effects. The identified landslides exhibited a consistent rotational pattern, characterized by abundant quartzite and phyllite rock formations. The predominant soil composition consisted of fine-to-medium sands, exhibiting a Plasticity Index (PI) range of 0.5 to 3, indicating marginal plasticity. Significantly, a substantial portion (70%) of the populace reported tangible impacts from landslides, with about 32% of affected individuals confirming an average agricultural productivity loss of 4330 kg/km2. Statistical analysis using the Chi-square test indicated a uniform impact across various demographic categories, including gender, education, proximity to the affected site, and social caste. Although fluctuations in the region, the observed temporal precipitation consistency over decades suggests as an accelerating rather than primary causative factor for landslides. Thus, principal causes of slope failures predominantly link to inadequately managed bedrock excavations and suboptimal road drainage systems underscoring the necessity for systematic inquiries into soil stability post-slope incisions. These measures are pivotal in guiding the construction and expansion of road networks within Nepal's Himalayan region.
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坡切滑坡沿博卡拉-巴格隆公路,尼泊尔评估
该研究探讨了在脆弱的山地地区开展发展计划的后果,揭示了重大的经济制约因素和多方面的环境挑战。它的重点是调查尼泊尔博卡拉-巴格隆高速公路一段特定路段的挖掘引发的大规模滑坡。这项研究对参与制定公路发展战略的决策者具有重要意义,这些战略可以减轻未来的山体滑坡,最大限度地降低成本和对生命和资产的损失。调查包括滑坡的现场编目,取样土壤的实验室测试和在当地居民中分发的结构化问卷。这种综合方法有助于彻底评估滑坡事件及其后果。所识别的滑坡具有一致的旋转模式,以丰富的石英岩和千层岩为特征。土壤成分以细砂为主,可塑性指数(PI)在0.5 ~ 3之间,属于边缘性可塑性;值得注意的是,很大一部分(70%)的人口报告了山体滑坡的实际影响,约32%的受影响个人确认平均农业生产力损失为4330公斤/平方公里。使用卡方检验的统计分析表明,不同人口类别的影响是一致的,包括性别、教育程度、与受影响地点的接近程度和社会种姓。虽然该地区存在波动,但几十年来观测到的时间降水一致性表明,这是导致滑坡的加速因素,而不是主要因素。因此,边坡破坏的主要原因主要与管理不善的基岩挖掘和不理想的道路排水系统有关,强调了对边坡切口后土壤稳定性进行系统调查的必要性。这些措施对于指导尼泊尔喜马拉雅地区道路网络的建设和扩展至关重要。
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