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1.1、工程概况Project profile
拟建工程位于上海市化学工业区B700～B900地块内，东近目华路、南近南河。
场地内主要拟建工艺装置区及辅助配套建筑物，各拟建（构）筑物的设计参数见表1，平面位置见“勘探孔平面布置图”。
The project is located in Plot B700～B900 of Shanghai Caojing Chemical Industry Park (SCIP). It is to the west ofMuhua Rdand to the north ofNanRiver.
Please refer to Table 1 for the proposed process plant, the accessory buildings, the design parameters of the proposed buildings (structures). Please refer to the Floor Plan of the Boreholes for
1.2、勘察目的及技术要求Investigation purposes and technical requirements
本次勘察属详细勘察阶段，目的是为拟建(构)筑物的基础工程、基坑工程和厂区道路，地坪工程的设计、施工提供必要的工程地质资料。具体任务如下：
This investigation is on the detailed investigation phase, the objective of which is to provide necessary geological data for the design and construction of buildings’ foundation and pits, the roads and the ground in the plant. Details are as following:
A、查清拟建(构)筑物地基压缩层及基坑稳定验算深度范围内地基土构成、分布规律及其工程地质特性；
To learn the composition, the distribution rules and geological features of foundation’s compression stratum, and of the foundation soil within the calculation depth of pit stability.
B、提供各土层物理力学性质综合指标，地基承载力设计值fd和桩基承载力参数(包括桩周土极限摩阻力标准值fs和桩端土极限端阻力标准值fp)，提供基础沉降计算所需岩土参数；
To provide the comprehensive mechanical parameters of each stratum, bearing capacity of foundation fd, bearing capacity of pile foundation (including ultimate friction on pile sides fs and ultimate end bearing on pile tops fd), and the geotechnical parameters needed in foundation settlement calculation.
