Comparison between methods of analysis for deflection of laterally loaded piles
Deep foundation, which used extensively to support highway structures, machinery foundation, high rise building, etc are often subjected to both axial and lateral loads. To obtain a safe and economical design, the method adopted for design of lateral deflection must be appropriate. In this thesis, t...
| मुख्य लेखक: | Low, Siaw Mei | 
|---|---|
| स्वरूप: | थीसिस | 
| भाषा: | अंग्रेज़ी | 
| प्रकाशित: | 
          
        2007
     | 
| विषय: | |
| ऑनलाइन पहुंच: | http://eprints.utm.my/11351/1/LowSiawMeiFKA2007.pdf | 
समान संसाधन
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                            द्वारा: Chew, Siow Jin
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समान संसाधन
- 
        Behaviour of laterally loaded bored pile in reclaimed land
    
द्वारा: Somasundaram, Vijayakumar
प्रकाशित: (2010) - 
        The appraisal of moment capacity of short pile subjected to lateral load in sand
    
द्वारा: Sulistyono, Chosun Eko
प्रकाशित: (1999) - 
        A comparison between static load test and high strain dynamic test on bored piles
    
द्वारा: Murugun @ Arokiasamy, Michael Angelo
प्रकाशित: (2006) - 
        A comparison of pile performance base on static formulas and dynamic load test
    
द्वारा: Ramli, Muhd. Harris
प्रकाशित: (2006) - 
        Comparison of ultimate bearing capacity obtained by pile driving analyzer and maintained load test
    
द्वारा: Rajasvaran, Kamalendran N.
प्रकाशित: (2007)