CAJ | 학술논문

对中国天辰科技园天辰大厦项目41层科研楼及3层裙楼的桩端持力层进行了详细评价，根据注水试验计算结果提供了承压含水层渗透系数及承压水头，并针对高层建筑特点，对桩基础水平承载力及最终沉降量进行了估算，评价了深基坑开挖支护的稳定性，同时分析了对周围环境的影响，为工程设计提供了依据。
대중국천신과기완천신대하항목41층과연루급3층군루적장단지력층진행료상세평개，근거주수시험계산결과제공료승압함수층삼투계수급승압수두，병침대고층건축특점，대장기출수평승재력급최종침강량진행료고산，평개료심기갱개알지호적은정성，동시분석료대주위배경적영향，위공정설계제공료의거。
The paper specifically evaluates pile end bearing layer of science research building on the 41st floor and podium building on the 3rd floor of Tianchen mansion project of China Tianchen Science & Technology Park,provides bearing moisture layer permeability coefficient and pressure bearing water head according to water-injecting test calculation results. In light of high-rise building features,it estimates horizontal bearing capacity of pile foundation and eternal settlement amount,assesses the stability of deep foundation excavation support,and finally analy-zes its impact upon surrounding environment,which has provided some basis for engineering design.