LANDSLIDE STATUS AND
ANALYTICAL RESULTS, PREDICTION OF THE FAILURE BLOCKS
ON THE ROCK SLOPE SURFACE. A CASE STUDY IN 4B HIGHWAY, TIÊN YÊN - LẠNG
SƠN, VIETNAM
Phí
Trường Thành
Hanoi University of Natural Resources
and Environment, Vietnam
Corresponding
author: thanhgislab@gmail.com
Abstract: This paper presents the
field survey data and the analytical results of rock slope stability from more
than 700 fracture measurements obtained at 16 survey sites along 4B Highway,
about 100 km long by using Hoek and Bray’s application (2004). The survey data
show that most slope surfaces along the road, the rocks are heavily weathered
with a thickness of 2-5 m, occurred many sliding
points in the area from 4 to 50 m2. The analytical results of the
fracture orientations obtained at each rock slope surface along the 4B Highway
and field survey data have been divided into three regions with different risk
of landslide. The first region, from Mũi Chùa to Tiên Yên is about 24 km long, can
occur three types of failure: plane failure, wedge failure and toppling
failure; the second region, from Tiên Yên to Na Dương is about 38 km
long, can only occur landslide on the weathered layer; the final region, from
Na Dương to Lạng Sơn is about 35km long, can only occur
plane failure.
Keywords:
Fracture, plane
failure, wedge failure, toppling failure, 4B Highway.
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