西昌—香格里拉拟建高速公路廊道不良地质体遥感识别

周胜森; 李为乐; 陈俊伊; 蒋瑜阳; 王毅

doi:10.16031/j.cnki.issn.1003-8035.202110011

西昌—香格里拉拟建高速公路廊道不良地质体遥感识别

1.
地质灾害防治与地质环境保护国家重点实验室（成都理工大学），四川成都　610059

2.
四川省公路规划勘察设计研究院有限公司，四川成都　610041

基金项目: 国家重点研发计划课题（2021YFC3000401）；国家自然科学基金（41941019）；空间信息应用与防灾减灾技术交通运输行业研发中心开放基金（KF-2020-001）

详细信息

作者简介: 周胜森（1997-），男，陕西平利人，硕士，主要研究方向为地质灾害评价与预测。E-mail：1305699624@qq.com

通讯作者: 李为乐（1982-），男，安徽太湖人，教授，主要研究方向为地质灾害早期识别与预测评价研究。E-mail：whylwl01@163.com

中图分类号: P642.2

收稿日期: 2021-10-19

修回日期: 2022-02-10

录用日期: 2022-02-11

刊出日期: 2022-12-25

Remote sensing detection of adverse geological bodies along Xichang-Shangri-La expressway

1.
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu, Sichuan　610059, China

2.
Sichuan Highway Planning , Survey , Design and Research Institute Ltd., Chengdu, Sichuan　610041, China

More Information

Corresponding author: LI Weile, whylwl01@163.com

Received Date: 19 October 2021

Revised Date: 10 February 2022

Accepted Date: 11 February 2022

Publish Date: 25 December 2022

摘要

摘要:
随着我国高速公路建设不断向西部山区发展，面临的崩塌、滑坡、泥石流等不良地质问题日益突出，迫切需要在选线阶段利用新的技术手段对拟建高速公路沿线不良地质体进行早期识别。以西昌—香格里拉拟建高速公路廊道为研究区，利用“天-空-地”一体化综合遥感手段，识别出不良地质体174处，其中滑坡74处、崩塌40处、泥石流16处、堆积体44处，利用小基线集合成孔径雷达干涉测量技术探测到26处不良地质体具有形变信号。针对磨盘山隧道—雅砻江桥段、牦牛山隧道出口段和下麦地隧道出口段不良地质体发育密集、规模大、稳定性差、对拟建线路威胁极大的区段，项目组开展了详细调查和分析评价。研究结果为西香高速线路比选和后期详细勘查提供了支撑，也为线路工程的不良地质体调查评价提供参考。
- 西昌—香格里拉高速公路 /
- 不良地质体 /
- “天-空-地”综合遥感
Abstract:
With the development of expressway construction towards the western mountainous areas in China, the adverse geological problems such as collapse, landslide and debris flow are becoming increasingly serious. It is urgent to use new technical means to identify the adverse geological bodies along the proposed expressway in the early stage of route selection. the article applied the integrated remote sensing method of " Space-Air-Ground " to identified 174 adverse geological bodies, including 74 landslides, 40 collapses, 16 debris flows and 44 deposits along the proposed Xichang-shangri-La expressway. Applied small baseline subsets interferometric synthetic aperture radar technique to detected 26 adverse geological bodies with deformation information. This article have carried out a detailed investigation and comprehensive evaluation on the section of Mopanshan tunnel - Yalong River bridge, the exit of Maoniushan tunnel, the exit of Xiamaidi tunnel where adverse geological bodies are densely developed, large in scale and poor in stability, posing great threat to the proposed line . The results provide support for routes comparison and later investigation of Xichang-Shangri-La expressway. It also provides reference for the investigation and estimate of adverse geological bodies along line engineering.
- Xichang-Shangri-La expressway /
- adverse geological bodies /
- the integrated remote sensing technology of space-air-ground

HTML全文

图 1 西香高速位置图

Figure 1.

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图 2 研究区光学和雷达影像覆盖范围

Figure 2.

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图 3 西香高速廊道典型不良地质体遥感影像

Figure 3.

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图 4 西香高速不良地质体分布图

Figure 4.

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图 5 InSAR探测结果图

Figure 5.

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图 6 磨盘山隧道—雅砻江桥段遥感影像

Figure 6.

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图 7 磨盘山隧道—雅砻江桥段不良地质体InSAR探测结果

Figure 7.

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图 8 D₀₀₅堆积体无人机影像

Figure 8.

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图 9 牦牛山隧道出口段遥感影像

Figure 9.

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图 10 牦牛山隧道出口段不良地质体InSAR探测结果

Figure 10.

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图 11 滑坡H₀₃₁无人机影像

Figure 11.

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图 12 下麦地隧道出口段不良地质体综合遥感识别结果

Figure 12.

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图 13 下麦地隧道出口段不良地质体现场照片

Figure 13.

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图 14 MK₁₇—MK₃₃区段堆积体综合遥感识别图

Figure 14.

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表 1 西香高速廊道不良地质体分段统计表

Table 1. Statistical list of adverse geological bodies in the corridor

区段	起止点	长度/km	崩塌/处	滑坡/处	泥石流/处	堆积体/处	总数量/处	密度/（处·km⁻¹）
主线A段	K₀+0.00—K₇₃+100	73.10	3	18	3	13	37	0.51
主线B段	K₇₃+100—K₁₀₈+400	35.30	0	0	0	0	0	0
主线C段	K₁₀₈+400—K₁₆₅+400	57.00	18	13	5	10	46	0.81
木里支线	MK₀+0.00—MK₄₀+10	40.01	18	41	6	21	86	2.15
泸沽湖支线	LK₀+0.00—LK₁₂+920	12.92	1	2	2	0	5	0.42
合计		218.33	40	74	16	44	174	0.80

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