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川藏公路东久河下游段路基水毁防护工程对策
引用本文:程尊兰,张正波,耿学勇.川藏公路东久河下游段路基水毁防护工程对策[J].四川大学学报(工程科学版),2005,37(3):5-9.
作者姓名:程尊兰  张正波  耿学勇
作者单位:1. 中国科学院-水利部成都山地灾害与环境研究所,四川,成都,610041
2. 西藏自治区交通科学研究所,西藏,拉萨,850000
基金项目:国家自然科学基金资助项目(40371016),交通部西部交通建设科技项目(200131879257)
摘    要:针对川藏公路东久河下游段特殊水文水力条件和自然环境特征,选择(K4113 280~K4113 365)典型水毁段为例,对该段路基水毁的形成因素、特征、活动规律及公路路基水毁防护经验教训分析,根据野外路基防护工程冲刷模拟试验,建立适合该段路基护墙冲刷深度计算公式,在保证足够基础埋深的基础上,提出了浆砌石挡土墙 钢丝网混凝土护坦的长期(永久性)防护工程方案,为西藏高山峡谷区沿河路基水毁防护工程建设提供了示范。

关 键 词:川藏公路  路基  水毁  钢丝网混凝土护坦
文章编号:1009-3087(2005)03-0005-05
修稿时间:2004年11月24

Engineering Strategy for Prevention of Water-destruction of Road Base in Gorgy Areas of Tibet
CHENG Zun-lan,ZHANG Zheng-bo,GENG Xue-yong.Engineering Strategy for Prevention of Water-destruction of Road Base in Gorgy Areas of Tibet[J].Journal of Sichuan University (Engineering Science Edition),2005,37(3):5-9.
Authors:CHENG Zun-lan  ZHANG Zheng-bo  GENG Xue-yong
Affiliation:CHENG Zun-lan~1,ZHANG Zheng-bo~2,GENG Xue-yong~1
Abstract:A case study is carried out in Dongjiu river, the lower reach of the Tibet-Sichuan Highway, between milestones of K4113 280 and K4113 365, where water destructions are intensive and representative in gorgy areas in Tibet. Causes, types, and features of water destructions are studies in detail. And, based on simulation experiments, empirical formulas are established to estimate washing depth of roadbase in the section. According to the result, a strategy for eternal prevention is put forward claiming a structure in combination of masonry counterfort and concrete apron with steel reticulation, which would be of practical importance in water-destruction prevention in Tibet.
Keywords:Tibet highway  roadbase  gorgy areas  concrete apron with steel reticulation
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