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首页|期刊导航|地质力学学报|青藏高原深切峡谷区边坡工程规划建设面临的问题与思考

青藏高原深切峡谷区边坡工程规划建设面临的问题与思考

王继明 戚帮申

地质力学学报2026,Vol.32Issue(4):889-898,10.
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地质力学学报2026,Vol.32Issue(4):889-898,10.DOI:10.12090/j.issn.1006-6616.2025061

青藏高原深切峡谷区边坡工程规划建设面临的问题与思考

Slope engineering in the deeply incised valleys of the Tibetan Plateau:key challenges and strategic considerations

王继明 1戚帮申2

作者信息

  • 1. 中国联合工程有限公司,浙江 杭州 310051
  • 2. 中国地质科学院地质力学研究所,北京 100081||自然资源部新构造与地壳稳定性科技创新团队,北京 100081||自然资源部活动构造与地质安全重点实验室,北京 100081
  • 折叠

摘要

Abstract

[Objective]As human engineering activities expanded into the Tibetan Plateau and its surrounding areas,slope instabilities—particularly large-scale landslides—in deeply incised valleys have occurred with increasing frequency,posing severe threats to major infrastructure projects and public safety.This study evaluates how regional tectonic activity controls slope stability and outlines key challenges,insights,and strategic recommendations for slope engineering planning and construction in these deeply incised valleys.[Methods]Based on an overview of the tectonic activity characteristics across the Tibetan Plateau,the controlling influence of tectonic activity on slope stability was systematically analyzed.Problems encountered in slope engineering planning were identified,leading to practical engineering recommendations and strategic directions for future research.[Results]Tectonic activity exhibits strong spatial consistency and temporal synchronicity with slope instability across the plateau.Tectonic processes provide the essential structural and geomorphic boundaries,material sources,dynamic conditions,and triggering factors for slope failures.Key challenges include the dominant control of regional tectonic stress on valley slope stability,the need to re-evaluate reverse slope stability in deeply incised valleys,and the required paradigm shift regarding the horizontal cover depth for mountain-adjacent underground works.Analysis suggests that slope engineering should prioritize south-,west-,and southwest-facing slopes while avoiding north-,northeast-,and east-facing slopes.Furthermore,the deep-seated stability of consequent slopes is superior to that of reverse slopes,and underground structures along mountain slopes should be situated within the unperturbed in-situ stress zone.[Conclusions]Future research must focus on quantitative investigations into:(1)the morphological characteristics and failure mechanisms of deeply incised valleys;(2)the evolution of in-situ stress fields under rapid tectonic uplift;and(3)the spatial distribution of in-situ stress fields across the plateau.[Significance]The findings provide critical theoretical guidelines and engineering references for slope design,infrastructure planning,and geohazard mitigation on the Tibetan Plateau.

关键词

青藏高原/构造活动/深切峡谷/边坡工程/工程规划建设

Key words

Tibetan Plateau/tectonic activities/deeply incised valley/slope engineering/engineering planning and construction

分类

天文与地球科学

引用本文复制引用

王继明,戚帮申..青藏高原深切峡谷区边坡工程规划建设面临的问题与思考[J].地质力学学报,2026,32(4):889-898,10.

基金项目

国家自然科学基金地质联合重点基金项目(U2244226) (U2244226)

中国地质调查局地质调查项目(DD20230538,DD202606201408) This research was financially supported by the Joint Fund for Geosciences Key Project of the National Natural Science Foundation of China(Grant No.U2244226)and the Geological Survey Project of the China Geological Survey(Grant Nos.DD20230538 and DD202606201408). (DD20230538,DD202606201408)

地质力学学报

1006-6616

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