Shen Wenming, Tang Xiaowu, Bian Xuecheng, Chen Yunmin, Song Guang. STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 82-85. doi: 10.13204/j.gyjz201010018
Citation:
Shen Wenming, Tang Xiaowu, Bian Xuecheng, Chen Yunmin, Song Guang. STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 82-85. doi: 10.13204/j.gyjz201010018
Shen Wenming, Tang Xiaowu, Bian Xuecheng, Chen Yunmin, Song Guang. STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 82-85. doi: 10.13204/j.gyjz201010018
Citation:
Shen Wenming, Tang Xiaowu, Bian Xuecheng, Chen Yunmin, Song Guang. STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 82-85. doi: 10.13204/j.gyjz201010018
Foundation differential settlement is the main factor affecting longitudinal mechanical properties of the buried culvert.The more reasonable longitudinal mechanical model of underground culvert was established based on Pasternak foundation model considering the defect of Winkler foundation model.The deflection curve of culvert was derived and longitudinal mechanical properties were analyzed.The research shows that the deflection,rotation,bending moment and shear force of the culvert are mutated in the differential settlement region and the impact of differential settlement is limited.
[7] Tanahashi H.Formulas for an Infinitely Long Bernoulli-EulerBeam on the Pasternak Model [J].Journal of the JapaneseGeotechnical Society,2004,44(5):109-118.