现代隧道技术
現代隧道技術
현대수도기술
Modern Tunnelling Technology
2015年
5期
110-116
,共7页
公路隧道%涌水%裂隙水%各向异性
公路隧道%湧水%裂隙水%各嚮異性
공로수도%용수%렬극수%각향이성
Highway tunnel%Water inflow%Fissure water%Anisotropy
隧道建设中涌水问题处理不当将会对当地生态和社会环境产生重大影响.文章选取明堂山隧道施工过程中的典型涌水段,探讨了断裂破碎带涌水水文地质概念模型,并在典型涌水断面开展了小尺度涌水点止水承压试验,提出了开挖前天然状态与开挖干涉后断裂破碎带裂隙水的3种分布状态模型. 隧道涌水后,丰枯水期不同,可伴随表层风化裂隙上层滞水饱和带的形成或消失;涌水点止水承压后水压迅速升高,但随后增大趋势减缓,并可用对数模型刻画;单个涌水点附近形成水头降落漏斗,在止水承压后可恢复至与其它联通涌水点平衡,时长7d的监测结果表明,选定涌水点止水承压24 h后即达水压稳定状态.
隧道建設中湧水問題處理不噹將會對噹地生態和社會環境產生重大影響.文章選取明堂山隧道施工過程中的典型湧水段,探討瞭斷裂破碎帶湧水水文地質概唸模型,併在典型湧水斷麵開展瞭小呎度湧水點止水承壓試驗,提齣瞭開挖前天然狀態與開挖榦涉後斷裂破碎帶裂隙水的3種分佈狀態模型. 隧道湧水後,豐枯水期不同,可伴隨錶層風化裂隙上層滯水飽和帶的形成或消失;湧水點止水承壓後水壓迅速升高,但隨後增大趨勢減緩,併可用對數模型刻畫;單箇湧水點附近形成水頭降落漏鬥,在止水承壓後可恢複至與其它聯通湧水點平衡,時長7d的鑑測結果錶明,選定湧水點止水承壓24 h後即達水壓穩定狀態.
수도건설중용수문제처리불당장회대당지생태화사회배경산생중대영향.문장선취명당산수도시공과정중적전형용수단,탐토료단렬파쇄대용수수문지질개념모형,병재전형용수단면개전료소척도용수점지수승압시험,제출료개알전천연상태여개알간섭후단렬파쇄대렬극수적3충분포상태모형. 수도용수후,봉고수기불동,가반수표층풍화렬극상층체수포화대적형성혹소실;용수점지수승압후수압신속승고,단수후증대추세감완,병가용대수모형각화;단개용수점부근형성수두강락루두,재지수승압후가회복지여기타련통용수점평형,시장7d적감측결과표명,선정용수점지수승압24 h후즉체수압은정상태.
Considering that improper treatment of water inflow during tunnel construction may seriously affect local ecological and social environments, and using a typical water-inflow section of the Mingtangshan tunnel as an example, this paper proposes a conceptual hydrogeological model for water inflow in a fractured zone based on a small-scale test for hydraulic pressure at a water-stopping point on a typical section. It presents three fissure water-distribution models for the fractured zone before and after excavation. The results show that: 1) a perched water saturated zone in the surface weathered fissure rock layer will appear or disappear after water inflows with the coming of the wet season or dry season; 2) the hydraulic pressure of the water-inflow point increases rapidly after water stopping and then slows down, which can be reflected by a logarithmic model; 3) a water-head depression cone is formed near a single water inflow point, and a balance will be reached by connecting to other interlinked points of water inflow after water stopping; and 4) seven-day monitoring indicates that a stable hydraulic pressure can be achieved after 24 hours of water stopping.