CAJ | 학술논문

在实际工程中急需一条拓宽公路来满足温州日益增长的交通。对温州浅滩灵霓海堤试验段的沉降规律进行分析，研究表明：软土沉降规律呈阶梯状。用沉降速率来控制路堤施工进度只是考虑了沉降量与时间的关系，而不能考虑到荷载的影响，考虑采用体现沉降量、时间、荷载三方面因素关系的指标---沉厚比，用这一指标来控制沉降，比用沉降速率控制更有效。
재실제공정중급수일조탁관공로래만족온주일익증장적교통。대온주천탄령예해제시험단적침강규률진행분석，연구표명：연토침강규률정계제상。용침강속솔래공제로제시공진도지시고필료침강량여시간적관계，이불능고필도하재적영향，고필채용체현침강량、시간、하재삼방면인소관계적지표---침후비，용저일지표래공제침강，비용침강속솔공제경유효。
In practical engineering a road would be widen to meet the urgent need of Wenzhou increasing traffic. We analyzed the settlement laws of Wenzhou Shoal Lingni seawall test section. The study shows soft soil settlement laws was with stepped characterstic. Using sedimentation rate to control construction schedule,it only considered the relation of settlement and time,but did not take into account the impact of the load. The ratio of subsidence and the loaded thickness can reflect the impacts of the time,the settlement and the load. This indicator is better than the sedimentation rate control standards.