江西井冈山鹅岭隧道的工程地质调查与涌水量预测

J4 ›› 2013, Vol. 19 ›› Issue (1): 78-.

江西井冈山鹅岭隧道的工程地质调查与涌水量预测

熊长林，徐晓星，高应荣，舒良树

出版日期:2013-03-20 发布日期:2013-03-14

Investigation of the engineering geology and forecast of the water inflow for the Eling tunnel in Jinggangshan, Jiangxi Province

XIONG Changlin， XU Xiaoxing， GAO Yingrong， SHU Liangshu　

Online:2013-03-20 Published:2013-03-14

摘要/Abstract

摘要：

江西井冈山鹅岭隧道是新建衡阳—茶陵—吉安铁路的关键性控制工程，洞身全长10 455 m，最大埋深750 m。该隧
道的地质构造复杂，断裂发育，岩石破碎，水量丰富。其涌水量是该隧道设计和施工的重要参数。在区域地质和构造调
查的基础上，本研究选择不同渗水岩性段进行了多口钻井（DK）及其水文地质试验，获得了一批宝贵的第一手隧道工程
地质和水文地质资料和数据。通过对这些资料和数据的分析和研究，确定了不同地质体的出水量和渗透系数。继而，按
钻井位置将该隧道划分为9 个不同涌水区段，运用不同方法对各个区段的涌水量进行了精细计算，预测5 个区段涌水量大，
分别为DK7+280—DK7+550（最大赋水段）、DK6+625—DK7+280（中等赋水段）、DK8+875—DK10+085（中等赋水段）、
DK11+570—DK11+770（中等赋水段）和DK13+570—DK13+930（中等赋水段），施工过程中很可能产生突发涌水现象，建
议施工设计中采取有效防护措施，高度重视这些区段的工程质量。实践证明，本文的研究结果对嗣后的该隧道设计和施工
发挥了积极的指导作用，提高了施工质量。

关键词: 工程地质；涌水量；鹅岭隧道；江西井冈山

Abstract:

The Eling Tunnel, with a length of 10455 m and a maximum depth of 750 m, is located in the Jinggangshan area,
Southern Jiangxi Province. It is a key engineering structure along the newly built railway from Hengyang to Chalin and to Jian.
Folding and fracturing structures through the Eling Tunnel are considerably complex and brittle fractures such as joints and
cleavages are commonly filled with water. The water inflow is a key engineering parameter for the design and construction of
a tunnel. On the basis of regional-scale engineering geological and structural investigation, several petrological domains with
different degrees of water penetration were used to test the drilling-wells and hydrological geology. By means of aforesaid work,
abundant first-hand data of tunnel engineering and hydrological geological condition were obtained. The authors carefully
analyzed these data related to the tunnel engineering, and identified important parameters for each petrological domain including
water inflow (m3/d.km) and penetrating-water factor (m/d.km). Then, we divided the tunnel into nine sub-blocks according to

the survey of geological engineering and hydrological geology. The amounts of water inflow for nine sub-blocks were precisely
calculated using different methods and formulas. The results indicate that the five sub-blocks, including DK6+625 to DK7+280
(middle water inflow), DK7+280 to DK7+550 (maximal water inflow), DK8+875 to DK10+085 (middle water inflow), DK11+570
to DK11+770 (middle water inflow) and DK 13+570 to DK13+930 (middle water inflow), are of high water inflow, probably
causing the paroxysmal water inflow disaster during the construction of tunnel. Thus we suggest that in the tunnel design stage,
available safeguard mesurkes such as bracket should be seriously considered, and the quality of tunnel engineering must be
closely monitored, sub-block by sub-block, during construction. Practical work demonstrated that the aforementioned results have
an indispensable and forecast value for the design and construction of the Eling Tunnel.

Key words: engineering geology, water inflow, Eling Tunnel, Jinggangshan of Jiangxi Province

熊长林，徐晓星，高应荣，舒良树. 江西井冈山鹅岭隧道的工程地质调查与涌水量预测[J]. J4, 2013, 19(1): 78-.

XIONG Changlin， XU Xiaoxing， GAO Yingrong， SHU Liangshu　. Investigation of the engineering geology and forecast of the water inflow for the Eling tunnel in Jinggangshan, Jiangxi Province[J]. J4, 2013, 19(1): 78-.