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LPILE - Foundation engineering - Eng-Tips
WEBDec 13, 2019 · There’s a technical manual that comes along with the program. I suggest reading through that and play around with the software a bit. It’s not hard to figure out with some effort. Read up on the p-y method. Reese deals with this topic extensively in many of his papers going back some time.
Eng-tips.comL-Pile Input Data - Foundation engineering - Eng-Tips
WEBDec 5, 2011 · At least I use lpile 5. For instance you don´t have soil classified as gravel. In this case I use it as sand. Also if your example you have a medium clay, lpile has either soft clay or stiff clay with and w/o free water. I usually use the soft clay option, being more conservative, of course.
Eng-tips.comL-Pile and Fixed vs Free Head Conditions - Eng-Tips
WEBNov 7, 2005 · For a fixed head condition, the Slope is set to zero, and the moment force is basically not included in the analysis. Neither person could adequately explain why the moment is ignored, except that it is the way L-Pile works. It has something to do with the moment being "absorbed" by the pile cap.
Eng-tips.comLPILE 2022 / GROUP 2022 - FORUM8
WEBGENRERAL DESCRIPTION. lpile 2022. lpile Plus is a special-purpose program based on rational procedures for analyzing a pile under lateral loading. The program computes deflection, shear, bending moment, and soil response with respect to depth in nonlinear soils. Components of the stiffness matrix at the pile head may be computed internally by
Forum8.co.jpSoftware for laterally loaded piles - Eng-Tips
WEBPEinc (Geotechnical) 21 May 16 12:06. Check out Allpile from CivilTech Software. It analyzes piles for vertical and lateral loads. The lateral analysis is based on COM624, like lpile. www.PeirceEngineering.com. Okiryu (Civil/Environmental) (OP) 29 May 16 01:07. Thanks for the responses.
Eng-tips.comLPILE and LRFD checks - Foundation engineering - Eng-Tips
WEBJul 18, 2021 · My thought is to input the estimated loads with corresponding LC to generate the curves in LRFD and let lpile check structural design of the pile. I would run a separate model to check deflection with unfactored estimated loads. - Typically a geotech would be running this analysis and providing the moment, shear and deflection values and/or
Eng-tips.comLpile Moment capacity calculation of an Encased W-shape in a …
WEBAug 5, 2022 · lpile however, considers the embedded pile and the shaft to create a composite behavior and considers that in the moment capacity calculation. where I think it should only be limited to the steel shape, so If I calculated the plastic moment capacity of the steel shape and compared it to what lpile is providing I will find that lpile's moment …
Eng-tips.comLPile Loads - Structural engineering general discussion - Eng-Tips
WEBMar 12, 2013 · Here in Alberta Canada the lpile analysis is normally carried on by Geotechnical engineer and the lpile analysis results are presented as charts in the soil report issued by Geotechnical engineer. Structural engineer may also play with lpile and Group if there is P-Y curves provided in the soil report, but, legally it shall be coming from
Eng-tips.comLPile - Pile extending out of ground - Eng-Tips
WEBJan 22, 2018 · Recommended for you. You would input the first soil layer starting at +5 feet instead of 0 feet. What GPT said and just apply zero strength to the soil layer, i.e. zero friction angle, cohesion and youngs modulus. That would be one way but i am sure that there is a way to model the pile extending above ground level other than the above.
Eng-tips.comk_rm values for l-pile analysis of weak rock - Eng-Tips
WEBJan 2, 2007 · Recommended for you. TDAA (Geotechnical) 2 Jan 07 18:59. The L-Pile software recommends: Quote: Parameter k rm for Weak Rock. The parameter k rm typically ranges between 0.0005 and 0.00005.
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