宁波野猪山公路隧道右线出口段埋深浅、围岩差，采用岩土控制变形工法施工。该工法在我国公路隧道施工中几乎未有使用。本文通过数值模拟和现场监测数据对比分析，得出： 1）隧道地表沉降的开挖空间效应约为0.6倍跨径，并据敏感程度划分为沉降敏感区、敏感过渡区、稳定区3个区域； 2）隧道拱顶沉降约60%发生在掌子面到达监测断面前，开挖空间效应稍大于单倍跨径; 3）隧道掌子面挤出变形呈外凸抛物面形态，建议施工中纤维锚杆的搭接长度设为6 m，并据挤出变形发展速率划分为快速发展、稳定发展、基本稳定3个阶段。

ADECORS (analysis of controlled deformation in rocks and soils) method is used in Ningbo Yezhushan Highway Tunnel with shallow buried depth and weak surrounding rock. The abovementioned method is hardly used in highway tunnel construction in China. Based on the analysis of numerical simulation and field monitoring, some results are obtained as follows: 1) As for surface subsidence of Yezhushan Tunnel, the spatial effect of excavation is 0.6 times the span and the settlement area can be divided into 3 parts, namely, sensitive area, sensitive transition area, and stable area. 2) The spatial effect of excavation on tunnel crown top settlement is almost a span and 60% of crown top settlement occurs before tunnel face reaches monitoring section. 3) Threedimensional morphology of Yezhushan Tunnel face extrusion is outer convex parabolic; lap length of fiberglass bolt is suggested to be 6 m and the development of extrusion deformation is segmented into three stages.