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Bohn, J S and Teizer, J (2010) Benefits and Barriers of Construction Project Monitoring Using High-Resolution Automated Cameras. Journal of Construction Engineering and Management, 136(06), 632–40.

Chua, D K H, Yeoh, K W and Song, Y (2010) Quantification of Spatial Temporal Congestion in Four-Dimensional Computer-Aided Design. Journal of Construction Engineering and Management, 136(06), 641–9.

Geem, Z W (2010) Multiobjective Optimization of Time-Cost Trade-Off Using Harmony Search. Journal of Construction Engineering and Management, 136(06), 711–6.

Love, P E D, Edwards, D J and Irani, Z (2010) Work Stress, Support, and Mental Health in Construction. Journal of Construction Engineering and Management, 136(06), 650–8.

Marzouk, M, Abdallah, M and El-Said, M (2010) Modeling Microtunneling Projects using Computer Simulation. Journal of Construction Engineering and Management, 136(06), 670–82.

Park, M, Lee, M, Lee, H and Hwang, S (2010) Boost, Control, or Both of Korean Housing Market: 831 Countermeasures. Journal of Construction Engineering and Management, 136(06), 693–701.

Sacks, R and Partouche, R (2010) Empire State Building Project: Archetype of “Mass Construction”. Journal of Construction Engineering and Management, 136(06), 702–10.

Sarkar, D and Dutta, G (2010) Design and Application of Risk Adjusted Cumulative Sum for Strength Monitoring of Ready Mixed Concrete. Journal of Construction Engineering and Management, 136(06), 623–31.

Sugimoto, M and Asanprakit, A (2010) Stack Pipe Model for Pipe Jacking Method. Journal of Construction Engineering and Management, 136(06), 683–92.

  • Type: Journal Article
  • Keywords: Pipes; Jacking; Tunneling; Thrust; Finite element method; Pipes; Jacking; Tunneling; Thrust; Finite-element method;
  • ISBN/ISSN: 0733-9364
  • URL: https://doi.org/10.1061/(ASCE)CO.1943-7862.0000172
  • Abstract:
    The pipe jacking method pushes a tunneling machine through concrete pipes ahead of the jacks. The main factors influencing the thrust force are friction around the pipe and face resistance. Both of these forces can be estimated by the analytical or empirical calculation models established by various researchers. So far, most of the models do not consider the overcutting distance; thus, the pipe behavior is still not clarified. Therefore, this paper introduces a developed stack pipe model with the overcutting effect to describe pipe behavior and evaluate the thrust force using the surrounding ground spring model and pipe positioning model with phase analysis in the finite-element method. A simulation of the pipe behavior was carried out to examine the model’s validity and performance. As a result, it was found that the developed model can simulate the soil-pipe interaction behavior and the thrust force reasonably well. Furthermore, it can be pointed out that the thrust force is greatly influenced by the developed friction around the pipe and the moment distribution at the cushion.

Zhao, Z Y, Lv, Q L, Zuo, J and Zillante, G (2010) Prediction System for Change Management in Construction Project. Journal of Construction Engineering and Management, 136(06), 659–69.