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Nanjing Lukou Airport is a 1-hour drive away. Featuring latest amenities, all the guestrooms have floor-to-ceiling windows offering plenty of natural lights. Each unit comes with a flat-screen TV with cable and satellite channels, a minibar and an iPod docking station. Bathrobes and free toiletries are stocked in the attached bathroom. The property boasts its square-metre event space equipped with state-of-the-art audio-visual systems, LCD projectors and high-speed internet access, including 7 meeting rooms and a grand ballroom seating up to guests.

Keep fit with a workout in the well-appointed fitness centre then soothe tired muscles in the sauna. The signature Ah Yat Abalone Chinese Restaurant serves the finest cuisines, while light meals are available at the all-day dining Coffee Shop. Guests can spend a relaxing evening enjoying cocktails at Taiko Bar. Zhenjiang International Hotel offers accommodation in city centre of Zhenjiang.

There is an on-site fitness centre. Free WiFi is available in all areas. The property is a minute drive from Zhenjiang Railway Station. Jinshan Temple is located a minute drive away. It takes 50 minutes to drive to Changzhou Benniu Airport. The guestrooms at the property are all equipped with air conditioning and a flat-screen TV. Guests may find an electric kettle. Every room also comes with a private bathroom fitted with shower. Other Comforts include slippers, free toiletries and towels. International Hotel Zhenjiang has a hour front desk offering tour and ticketing services. Well equipped business facilities are provided.

Parking is available for free. Guests may enjoy the on-site restaurant. It features an indoor pool, a fitness centre and 5 dining options. Free parking on site and rooms with free wired internet are both provided. The en suite bathroom comes with a bathtub and a hairdryer. Guests can enjoy a massage service at the spa, or unwind in the sauna room. The staff at the tour desk is able to assist with making travel arrangements. Laundry and dry cleaning services are available. The on site restaurants serve a wide variety of Chinese, Japanese and western dishes. The basic physical properties of the surrounding rock of large ancient underground cavern group of Longyou.

The basic mechanical properties of the surrounding rock of large ancient underground cavern group of Longyou.

Instruction for Authors

The vault crack type classification of cavern No. Real-time monitoring plays a crucial role in the overall stability of the ancient underground cavern of Longyou. The Longyou Grottoes Research Institute has employed a variety of instruments to monitor the cracking and sinking of the vault of ancient caverns from the end of to The cracks on the top plate of ancient caverns are mainly monitored using a closed crack gauge because this type of instrument exhibits good performance in terms of moisture resistance.

As an example, Fig. Additionally, Fig. The following conclusions can be obtained on analyzing Fig. First, the three cracks are in the process of expansion. Second, the slopes of the curves of G3-R-C01 and G3-R-C02 were larger before , which indicates fast cracking speed, whereas the degrees of cracking at G3-R-C02 and G3-R-C03 gradually decreased and tended to remain stable after Third, the curve of G3-R-C03 decreased before ; however, the crack width widened after Simultaneously, G3-RC01 exhibited the reverse phenomenon, i.

Fourth, the cracking degree of G3-R-C01 decreased after , but it does not tend to remain stable, which is consistent with the conclusion in Section 3 that the top plate at the free surface is unstable. Further, the crack of the vault near the free surface continued to expand due to multiple factors. Therefore, it is still necessary to reinforce and support the vault of the cavern entrance.

Due to the good moisture-resistant performance of the settlement meter, with an oil-sealed dial indicator, this type of instrument is mainly used to monitor the vault settlement of the ancient caverns Fig. First, the settlement values at G3-R-S03 and G3-R-S04 tended to remain stable, whereas those of the other three underwent constant changes. Among them, the top plate settlement value at G3-R-S05 continued to increase and there was no tendency of achieving stabilization. Therefore, it is necessary to support the vault near the rock pillar Second, the analysis that combines the settlement values of the monitoring points Fig.

This shows that the settlement of the top plate is performed in separate blocks and that the settlement of each block occurs via pressing from the adjacent block that causes it to sink on one side and rise at another, which demonstrates an uneven settlement of the top plate. Third, the settlement at G3-R-S01 changed significantly, and it suddenly sank in After , it gradually decreased. It was concluded that weathering and erosion appeared on the surface of the anchor spray zone under the conditions of temperature, humidity and biological weathering after which the weathering became uniform.

Therefore, the monitoring value tended to become stable again. Schematic of the installation structure of the settlement meter with oil sealing and dial indicator.

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According to the analysis of the aforementioned interpretations and the monitoring data, it removal of the layers of rock that are heavily weathered on the north part of cavern No. This can improve the strength problems of the rock pillar under the support of the combined steel column. However, the vault has already generated ringed cracks, the fractures are completely expanding, the vault is in an incomplete state Fig.

Therefore, it is recommended that the cave should be reinforced as a whole. This scheme intends to arrange the steel columns in the key parts of the cavern and set the steel beams in the corresponding positions Fig. Based on the analysis of the overall conditions of the cavern including the deformation and damage conditions , Fig. Assuming that more people can understand and participate in the protection of the caverns, it is recommended that BIM technology is applied to the 3D display of the reinforcement of the caverns.

Therefore, it is necessary to establish a 3D geological model and a 3D reinforcement model and to display the actual situation of the ancient underground cavern of Longyou in an all-round way so as to secure life cycle information management of the Longyou Grottoes as the building construction process Xu et al. There are two commonly used methods for implementing 3D geological modeling in the existing BIM platform Huang et al. The first one is to use the Civil 3D surface modeling method to manually create or import data to establish the upper and lower surfaces of the soil layer and further form soil units by generating the solids through the upper and lower surfaces.

The second one is to use the plate element in Revit software for modifying a material to simulate the soil unit. The different elevations of the surface level can be modified by revising the sub-elements. The reinforcement support model can also be quickly established using Revit software. The support member can be built by the actual size through the function of Revit. The 3D geological model and support model can be integrated to form a complete 3D visualization space using different modeling methods to solve the practical problems Maxelon et al.

After the model is established, it can be imported into the Navisworks software to verify the accuracy of the model. Further, the problematic components can be screened to ensure that the established model is free from conflicts, omissions, and imperfections. After modifying the model, it can be further imported into Lumion software, which has a realistic material simulation function.

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It can achieve the highest degree of the simulation effect by replacing the less accurately represented material with a material that is closest to the actual material. At the same time, it can also output realistic renderings in videos and pictures to provide researchers with intuitive visual research data.

Currently, the BIM technology is extensively used in the field of building structures and its application in geotechnical field is still limited. The development of the BIM technology is relatively complete in the field of building structures and the software has already established a corresponding component library system. However, to date, geotechnical engineering has not yet developed a parameterized family library system that is useful.

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This is because of the different characteristics of the two projects. Geotechnical engineering modeling exhibits large irregularities and low reusability, whereas the building structure components are more regular. Further, a parameterized family library can be built once and the size parameters can be modified during later use. For example, the Revit family library assigns a large number of Revit primitives with attributes and parameters and classifies and archives them in the form of a database.

However, in geotechnical engineering, the reusability of this system is relatively low, which leads to slow development of the geotechnical BIM technology. Therefore, to promote the application of the BIM technology in geotechnical engineering, further research is necessary. The Longyou Grottoes described in this study are planned to be modeled using the Revit software by performing the following steps. First, a 3D geological model of the caverns will be established so that all the caverns can be completely displayed to provide a reinforcement platform for the support model.

Second, based on the established geological model, a reinforcement model will be set up at the corresponding coordinate and elevation position according to the designed reinforcement scheme. While establishing a 3D geological model of the Longyou Grottoes, it was noted that the ancient caverns in Longyou exhibited the following characteristics: the rock mass comprised brick-red argillaceous siltstone; the top surface of the cavern was a curved surface, and the surrounding walls were inclined; the cross section of the rock column had an iron-like shape; the wall rocks were carved with fine texture; and the bottom of the cavern comprised different elevation steps.

Certainly, the irregularities, multiple elevations, fine carved marks, and inclined walls all caused difficulties in modeling. Therefore, to address these issues, some suggestions are provided.

Separate family establishment should be adopted for the pillars and other special-shaped surface components. The volume method should be used to solve the curved surface problem.

The problem of multiple elevations can be resolved using the original elevation input to avoid any disorder. It is very difficult to display the fine carved marks in a large space environment; therefore, the author adopts the solution of importing the model into Lumion after it has been established. If the volume method is used to resolve the problem of the inclined wall, there will be a large difference in case of the actual condition. A difference is observed in both the longitudinal and lateral directions as well as in the inner and outer portions of the rock wall; hence, it is not appropriate to use the volume method.

The method of changing the elevation of sub-elements in the plate element was used to establish the inclined rock wall, i. Because these problems have been resolved, an improved 3D geological model can be established. After establishing a 3D geological model, it should be imported into Navisworks to verify the existing problems of the model and rectify them in time. According to the reinforcement scheme depicted in Fig.

However, for the small support at the top of the beam Fig. Additionally, collision detection is one of the most extensively used functions in the BIM platform. This module can verify the feasibility of our design scheme and reduce the cost involved in rectifying the design errors. This function can also be used in geotechnical engineering Yang, to perform collision detection between column top, a small support on the beam top and the cavern top, the column base and the ground rock.

Using collision detection, the depth of the support body inserted into the wall rock can be detected and the length of the column can be adjusted according to the collision result, which can reduce the project cost as depicted in Fig. After solving the aforementioned problems, a complete 3D geological model and support model can be obtained to provide intuitive information for subsequent research.

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It will play an important role in protecting the ancient underground project. Additionally, it will serve as a guidance material for the subsequent construction process. The resulting reduction of the construction cost and the guidance during the construction project using BIM technology will have major significance for the ancient underground project of Longyou.

Furthermore, for a method that resolves the aforementioned problems, the specific families involved in geotechnical engineering can be collected as shared data to promote step-by-step application of the BIM technology in geotechnical engineering more generally. After comprehensively analyzing the vaults of cavern Nos. Further, the influence of these factors on the cracks of the top plate must be comprehensively analyzed.

Through follow-up monitoring and inspection, the proportion of various factors affecting crack generation on the vault can be studied.

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