STUDY ON OPTIMAL COMBINATION SETTLEMENT PREDICTION MODEL BASED ON LOGISTIC CURVE AND GOMPERTZ CURVE

Authors

  • Bolin Wang Department of Civil Engineering, Lan Zhou Jiao Tong University, Lan Zhou 730070, China
  • Xu Wang Department of Civil Engineering, Lan Zhou Jiao Tong University, Lan Zhou 730070, China
  • Xuening Ma Department of Civil Engineering, Lan Zhou Jiao Tong University, Lan Zhou 730070, China

DOI:

https://doi.org/10.14311/CEJ.2020.03.0031

Keywords:

High-filled soil, Optimal combination model, Settlement prediction

Abstract

The Logistic and Gompertz embankment settlement prediction models have poor prediction accuracy for the late settlement of high-filled soil. This study proposes a combination of the two models based on their common characteristics and individuality, and their respective advantages and specific limitations. The minimum logarithmic error square sum of the combined model was used as the objective function to solve the optimal weighting coefficient. The optimal weighted geometric mean combination prediction model was deduced, to improve the confidence of the prediction accuracy of the settlement of high-filled soil. By fitting and analysing the measured settlement data of the engineered high-filled soil with each prediction model, the feasibility of the proposed optimal combination prediction model in the settlement prediction of high-filled soil was tested. It was found that the proposed optimal combination forecasting model was more accurate and adaptable compared to any single model, and was more reliable. Therefore, the proposed combination forecasting model could be used as an effective method to predict the settlement of high-filled soil in the later stages of settlement.

Downloads

Download data is not yet available.

References

Akira Asaoka., 1978. Observational procedure of settlement prediction. Soils & Foundations, 18(4): 87-101.

Zheng Jiangguo, Cao Jie, Zhang Jiwen. et al.,2018. Analysis of influencing factors of loess high fill settlement based on centrifuge model test. Journal of Rock Mechanics and Engineering. Vol. 38, 1-13.

Zhuo Wenze, Zhou Ren.,2015. Study on settlement Prediction of Deep soft Foundation of Henei-Haifang Expressway. Journal of Hebei University of Engineering (Natural Science Edition), Vol. 32, No. 3, 19–24.

Xue Jie.,2018. Study and Analysis on Prediction of subgrade settlement of Expressway. Traffic North, No. 8, 53–55.

Feng Huiping, Geng Huiling, Han Bowen.,2017. Prediction Model for subgrade settlement of High Speed Railway in unsaturated soil region. Journal of Geotechnical Engineering, Vol. 39, No. 6, 1089–1095.

Siew-Ann Tan.,1994. Hyperbolic method for settlement in clays with verticaldrains. Can. Geotech.J, Vol. 31, No. 1, 125–131.

AKIRAASAOKA.,1978. Observational procedure of settlement predictions[J]. Soils and Foundations, Vol. 18, No. 4, 87–101.

Siew-Ann Tan, Soon-Hoe Chew.,1996. Comparison of the hyperbolic and Asaoka observational method of monitoring consolidation with vertical drains. Soils and foundation, Vol. 36, No. 3, 31–42.

Lei Xuewen, Bai Shiwei, Meng Qingshan.,2000. Application of Grey Prediction in settlement Analysis of soft soil Foundation. Rock and Soil Mechanics, Vol. 21, No. 2, 145–147.

Song Yanhui, Nie Dexin.,2003. Verhuslst model for prediction of foundation settlement. Rock and Soil Mechanics, Vol. 24, No. 1, 123–126.

Zhao Minghua, Zeng Guangxian, Xiang Zhenfeng.,2006. Grey Optimum-Markov Prediction Model for settlement of High fill Embankment. Road Traffic Technology, Vol. 23, No. 11, 19–22.

Akira Asaoka, Koh Misumi.,1988. Analysis and prediction of consolidation settlement of normally consolidated clay foundation under embankment loading. Soils and foundations, 28(3):35-49.

Dalgic, Suleyman, Simsek. et al., 2002. Settlement predictions in the Anatolian motorway, Turkey. Engineering Geology, 67(1): 185-199.

Bergado, Dennes T. Daria, Peter M, Sampaco. et al., 1991. Prediction of embankment settlements by in-situ tests. Geotechnical Testing Journal, 14(4): 425-439.

Gompertz B., 1825. On the Function Expressive of the Law of Human Mortality, and on a new Method of Determining the Value of Life Contingencies: Philosophical Transactions of the Royal Society, 513-585.

Zhang Yuting, Sun Hao, Wang Jinxiang.,2009. Application of Gompertz Curve Model to settlement Prediction of soft soil Foundation of Sea Embankment. Port of Waterways, Vol. 30, No. 4, 257–262.

Wu Qixing, Hu Hui.,2006. Analysis of settlement of soft soil under vacuum preloading based on Gompertz growth curve. Journal of Rock Mechanics and Engineering, Vol. 25, No. 2, 3600–3606.

Xu Hongzhong, Shi Bin, Li Xuehong.,2005. Study on Logistic growth model and its applicability for prediction of total process settlement Rock and Soil Mechanics, Vol. 26, No. 3, 387–391.

Mei Guoxiong, Zai Jinmin, Yin Jinze.,2005. The proof of the "S" shape of the settlement-time curve and its application from the constitutive relation of the soil. Rock and Soil Mechanics, Vol. 26, 21–24.

Tang Xiaowo.,1992. Optimal combination prediction method and its application. Statistics and Management, Vol. 11, No. 1, 31–35.

Wei Daokai, Kou Hailei.,2018. Study on data fitting and Prediction of settlement and deformation of High- fill subgrade on Expressway. Road Engineering, Vol. 43, No. 1, 251–256.

Downloads

Published

2020-10-31

How to Cite

Wang, B., Wang, X., & Ma, X. (2020). STUDY ON OPTIMAL COMBINATION SETTLEMENT PREDICTION MODEL BASED ON LOGISTIC CURVE AND GOMPERTZ CURVE. Stavební Obzor - Civil Engineering Journal, 29(3). https://doi.org/10.14311/CEJ.2020.03.0031

Issue

Section

Articles