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Lpile

GENERAL DESCRIPTION

LPILE Plus 5.0 A Program for the Analysis of Piles and Drilled Shafts Under Lateral Loads LPILE Plus model of soil response design information for rebar arrangement.

GENERAL DESCRIPTION

LPILE is a special-purpose program based on rational procedures for analyzing a pile under lateral loading using the p-y method. LPILE solves the differential equation for a beam-column using nonlinear lateral load-transfer ( p-y ) curves.

SOIL PROPERTIES (LPILE

SOIL PROPERTIES (LPILE & COM624P) p-y Curve Criteria Soil Modulus Parameter k Soil Strain Parameter E50 E50 = Strain at 50% Stress Level of Clay p-y Curve Criteria These criteria are used by LPILE1 to calculate p-y curves internally: Option 1 - Soft Clay (Matlock, 1970) Option 2 - Stiff Clay ...

Arkansas Pie #2 Simulation Results and Experimental Data (H = 31

FINITE ELEMENT ANALYSIS OF STANDARD CALTRANS 16" CIDH PILE USING OPENSEES FOR GENERAL COMPARISON WITH LPILE (WITH DEFAULT P-Y MULTIPLIER = 1.0) Arkansas Pie #2 Simulation Results and Experimental Data (H = 31

User's Manual

It is comparable with Ensoft's Lpile®. 1 In our tests, AllPile provided the same results as COM624P 2 and Lpile. AllPile is compatible with all Windows operating systems, such as 98/NT/2000/ME/XP.

LateraL CapaCity of roCk SoCketS in LimeStone under CyCLiC ...

Modeling of the results showed the lateral load behavior could be effectively modeled in LPILE using the "weak rock" model included with LPILE software. 17 key Words Lateral Load, socketed shafts, Kansas Limestone, p-y curves, LPILE 18 distribution Statement No restrictions.

Geotechnical Engineering Design Software

Ensoft, Inc. website Figure 13.2-A ⎯ AXIAL PILE CAPACITY DESIGN SOFTWARE Software Name Features Source LPILE PLUS 5.0 LPILE uses the P-y curve method to analyze pile foundations subjected to lateral loads.

ANALYSIS OF LATERALLY LOADED PILE GROUPS

The "group-equivalent pile" (abbreviated GEP) method makes it possible to analyze a pile group using computer programs developed for analyzing single piles, such as LPILE Plus 3.0 (1997).

Table of Contents

Kansas Department of Transportation Design Manual Volume III US (LRFD) Bridge Section Version 4/08 3 - 2 - ii Disclaimer:* Disclaimer:**This*document*is*provided*for*use*by*persons*outside*of*the*Kansas*Department*of* Transportation*as*information*only.*The*Kansas*Department*of*Transportation ...

CHAPTER 6 - NUMERICAL INVESTIGATIONS OF INTEGRAL BRIDGE/SOIL ...

LPILE Table 6.3 summarizes the soil parameters used in LPILE. These values were obtained from the program manual (Reese and Wang, 1997). The soil parameters shown in Table 6.3 were used by LPILE to generate the p-y curves used in the analyses.