{"product_id":"evaluation-of-bearing-capacity-of-driven-piles-in-sandy-soil-von-amjad-ibrahim","title":"Evaluation of Bearing Capacity of Driven Piles in Sandy Soil","description":"\u003cp\u003eNew values proposed to the bearing capacity factor (Nq) and the lateral earth pressure coefficient (K). These factors are functions of relative density of sand (Dr %), decrease as the (L\/d) ratio increases and pile types. Also proposed new charts to determine (End bearing pressure) and (Skin friction pressure) with depending on (L\/d) ratio and relative density of sand to three types of pile. Three types of piles are used in this study (precast concrete pile, closed-ended steel pile and open-ended steel pile). The parameters under consideration are: type of pile, penetration ratio of pile, relative density of the sand.\u003c\/p\u003e\u003cdiv class=\"aw-variant-hidden-subtitle-div\" id=\"aw-variant-subtitle-9786202027595\"\u003e\u003ch3\u003e\u003c\/h3\u003e\u003c\/div\u003e","brand":"Libri","offers":[{"title":"Softcover - 9786202027595","offer_id":39447185719389,"sku":"9786202027595","price":49.9,"currency_code":"EUR","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0940\/0622\/files\/889f186b-9889-4a0f-9ca7-fef20f6f87ee.jpg?v=1759121359","url":"https:\/\/shop.autorenwelt.de\/en\/products\/evaluation-of-bearing-capacity-of-driven-piles-in-sandy-soil-von-amjad-ibrahim","provider":"Autorenwelt Shop","version":"1.0","type":"link"}