Tạp chí Vật liệu & Xây dựng - Bộ Xây dựng
ISSN:
Website: www.jomc.vn
Adjustment of horizontal displacement value of diaphragm wall measured with Inclinometer
Abstract
The horizontal displacement results from in-situ monitoring are considered reliable data and are used to analyze stability during construction. However, the horizontal displacement result of diaphragm wall measured with Inclinometer based on assumption of fixed pipe bottom may lead to incorrect value due to movement of this position during excavation process. The adjustment is carried out based on the observed displacement value at the top of the wall or at the bracing point before activating bracing system. The calibration results of two proposed methods are consistent with simulation results and correction value is larger than measurement results considering fixed pipe bottom.
References
- . Thomas H. Hanna (1985). Field instrumentation in geotechnical engineering. First Edition. Trans tech publication.
- . Richard N. Hwang, Za-Chieh Moh, and C. H. Wang (2007). Toe movements of diaphragm walls and correction of inclinometer readings. Journal of GeoEngineering, Vol. 2, No. 2, August 2007. pp. 61-71.
- . Hsiao-Chou Chao, Richard N. Hwang, and Chung-Tien Chin (2010). Influence of tip movements on inclinometer readings and performance of diaphragm walls in deep excavations. Earth Retention Conference (ER). 2010. pp. 326-333.
- . Chang-Yu Ou (2006). Deep Excavation Theory and Practice. Taylor & Francis Group.
- . Xuemin Zhang, Junsheng Yang, Yongxing Zhang and Yufeng Gao (2018). Cause investigation of damages in existing building adjacent to foundation pit in construction. Engineering Failure Analysis. pp.117-124.

