Analysis of Geomechanical Properties in Terms of Parametric Discontinuities on Stability of Tunnels Distinct Element Method (Case Study: Water Tunnel of Golab) ()
Affiliation(s)
1Department of Geology, Alborz Science and Research Branch, Islamic Azad University, Alborz, Iran.
2Department of Geology, Karaj Branch, Islamic Azad University, Karaj, Iran.
3Jarf Kavan Kavir Aria Engineering Co., Tehran, Iran.
ABSTRACT
The discontinuities of the
rock mass pose a high impact on its response to the static load and make
complexity in modeling in such area. Principal objective of this study is to
analyze the stability and sensitivity of Golab transfer tunnel access (transfer
water from Zayanderud River to Kashan). This tunnel with a length of 5.1
kilometers and inclination of 13.5 percent is located 120 kilometers from
Isfahan city. Geologically, this zone is in the range of sediment structure of
Sanandaj-Sirjan. The host rock mass consists of Limestone Mesozoic (Cretaceous).
The general characteristics of the joints in the rock represent high distance,
low persistence, low opening (2 - 3 mm), average roughness and low weathering.
Given purpose of the project and the distinct element method is the most useful
for modeling rock mass for static analysis. This paper examines the effect of
parametric factors on the stability of tunnels via UDEC software, discrete
element and empirical method. After modeling, instability of Golab tunnel by
increasing the depth is identified and confirmed. RMR, Q and GSI as
experimental procedure were employed to classify the rock mass, based on RMR
classification. The route rock mass has been taken in I and II categories and
based on the Q classification, the path rock masses are recognized acceptable.
Share and Cite:
Dehnoo, E. , Mirzeynali, H. and Farrokhnia, A. (2015) Analysis of Geomechanical Properties in Terms of Parametric Discontinuities on Stability of Tunnels Distinct Element Method (Case Study: Water Tunnel of Golab).
Open Journal of Geology,
5, 92-105. doi:
10.4236/ojg.2015.53009.