| Literature DB >> 31466403 |
Zezhou Wu1,2, Mingyang Jiang1, Yuzhu Cai1, Hao Wang3, Shenghan Li4,5.
Abstract
With the rapid development of the economy, people are paying more and more attention to the environmental problems. In this circumstance, the concept of a circular economy is proposed for making efficient use of resources and minimizing the production of waste and other emissions. Each year, the construction sector consumes a vast volume of resources and makes impacts on the environment. To align with the development of the circular economy, the concept of green building is proposed. In China, though the concept of green building has been promoted for decades, the development status is far from optimistic. Thus, this paper aims to investigate the barriers that hinder green building development (GBD) in China. Through a systematic review and semi-structured interviews with experienced industrial practitioners, 24 potential barriers of GBD in China were identified. A questionnaire survey was then conducted for data collection. After descriptive and inferential statistical analyses, a partial least squares structural equation model (PLS-SEM) was established to investigate the impacts of different barriers on GBD. Results showed that the lack of policy and industry guidance, the immature market environment, and the lack of environmental awareness are the most important GBD barriers in China. This research can assist stakeholders in better understanding the status of GBD in China and enable decision-makers to formulate appropriate strategies to promote green building.Entities:
Keywords: China; Green building development; PLS-SEM; barriers
Mesh:
Year: 2019 PMID: 31466403 PMCID: PMC6747372 DOI: 10.3390/ijerph16173140
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Potential barriers of green building development.
| Code | Barriers | Key Reference | |||||||||
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| [ | [ | [ | [ | [ | [ | [ | [ | [ | [ | ||
| B01 | Lack of regulations and policy |
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| B02 | Lack of industrial guidance |
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| B03 | Lack of effective green building development modes |
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| B04 | Lack of effective supervision from government |
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| B05 | Inadequate support from related green building institutions |
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| B06 | Low level of green design |
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| B07 | Incensement of construction cost |
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| B08 | Extension of construction period |
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| B09 | Potential damage to structure |
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| B10 | Lack of mature green technology |
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| B11 | Detachment of green building theories and technologies |
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| B12 | Higher price of green building |
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| B13 | Economic benefit is not obvious in a short term |
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| B14 | Lack of financial support |
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| B15 | Immature green material market |
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| B16 | Public concerns on quality of green materials |
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| B17 | Lack of environmental awareness from developer |
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| B18 | Lack of environmental awareness from contractor |
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| B19 | Lack of environmental awareness from public |
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| B20 | Low demand for green buildings |
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| B21 | Ineffectiveness effect of demonstration green building |
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| B22 | Lack of green construction training |
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| B23 | Lack of publicity for green buildings |
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| B24 | Limited benefit to enterprise reputation |
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Personal background information of the respondents.
| Variable | Category | Frequency | Percentage (%) |
|---|---|---|---|
| Workplace | Developer | 21 | 26.92 |
| Contractor | 16 | 20.51 | |
| Government | 13 | 16.67 | |
| Scholar | 28 | 35.90 | |
| Working experience (year) | 0–5 | 60 | 76.92 |
| 6–10 | 12 | 15.38 | |
| 11–15 | 3 | 3.85 | |
| Above 15 | 3 | 3.85 | |
| Education level | PhD | 6 | 7.69 |
| Master | 43 | 55.13 | |
| Bachelor | 27 | 34.62 | |
| Others | 2 | 2.56 | |
| Number of on-going project workers | 1–50 | 31 | 39.74 |
| 51–100 | 16 | 20.51 | |
| 101–200 | 13 | 16.67 | |
| Above 200 | 18 | 23.08 |
Ranking of the potential barriers.
| Rank | Code | Barriers | Mean | SD 1 |
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| 1 | B04 | Lack of effective supervision from government | 4.0769 | 0.99046 |
| 2 | B17 | Lack of environmental awareness from developer | 4.0128 | 0.99992 |
| 3 | B15 | Immature green material market | 4.0128 | 1.02556 |
| 4 | B02 | Lack of industrial guidance | 3.9872 | 0.99992 |
| 5 | B07 | Incensement of construction cost | 3.9615 | 1.21080 |
| 6 | B14 | Lack of financial support | 3.9231 | 1.09033 |
| 7 | B05 | Inadequate support from related green building institutions | 3.8974 | 1.07619 |
| 8 | B03 | Lack of effective green building development modes | 3.8718 | 0.94469 |
| 9 | B01 | Lack of regulations and policy | 3.8718 | 1.18824 |
| 10 | B10 | Lack of mature green technology | 3.8205 | 1.06593 |
| 11 | B21 | Ineffectiveness effect of demonstration green building | 3.8077 | 0.94054 |
| 12 | B24 | Limited benefit to enterprise reputation | 3.7692 | 1.09216 |
| 13 | B08 | Extension of construction period | 3.7436 | 1.11000 |
| 14 | B12 | Higher price of green building | 3.7308 | 1.07719 |
| 15 | B11 | Detachment of green building theories and technologies | 3.7179 | 0.97897 |
| 16 | B13 | Economic benefit is not obvious in a short term | 3.5769 | 1.12260 |
| 17 | B20 | Low demand for green buildings | 3.5769 | 1.26408 |
| 18 | B19 | Lack of environmental awareness from public | 3.5641 | 1.19076 |
| 19 | B06 | Low level of green design | 3.5513 | 1.02751 |
| 20 | B22 | Lack of green construction training | 3.5000 | 1.02881 |
| 21 | B18 | Lack of environmental awareness from contractor | 3.4872 | 1.20328 |
| 22 | B23 | Lack of publicity for green buildings | 3.4744 | 1.01578 |
| 23 | B16 | Public concerns on quality of green materials | 3.0769 | 1.15959 |
| 24 | B09 | Potential damage to structure | 2.7949 | 1.22059 |
1 SD: Standard Deviation.
ANOVA for the five background variables.
| Code | Workplace | Experience | Gender | Education | Number of Workers | |||||
|---|---|---|---|---|---|---|---|---|---|---|
| F | Sig. | F | Sig. | F | Sig. | F | Sig. | F | Sig. | |
| B01 | 0.557 | 0.645 | 0.890 | 0.451 | 1.503 | 0.224 | 2.053 | 0.114 | 2.322 | 0.082 |
| B02 | 0.806 | 0.495 | 1.837 | 0.148 | 0.010 | 0.921 | 1.107 | 0.352 | 2.562 | 0.061 |
| B03 | 0.620 | 0.604 | 0.366 | 0.778 | 0.606 | 0.439 | 3.356 |
| 0.546 | 0.652 |
| B04 | 1.768 | 0.161 | 1.975 | 0.125 | 0.323 | 0.571 | 0.789 | 0.504 | 1.044 | 0.378 |
| B05 | 1.772 | 0.160 | 0.545 | 0.653 | 0.276 | 0.601 | 2.727 |
| 1.743 | 0.166 |
| B06 | 2.096 | 0.108 | 0.824 | 0.485 | 0.369 | 0.546 | 1.763 | 0.162 | 1.159 | 0.331 |
| B07 | 1.145 | 0.337 | 1.236 | 0.303 | 0.060 | 0.807 | 2.516 | 0.065 | 0.299 | 0.826 |
| B08 | 1.943 | 0.130 | 1.529 | 0.214 | 0.310 | 0.579 | 1.745 | 0.165 | 1.168 | 0.328 |
| B09 | 0.318 | 0.813 | 1.615 | 0.193 | 0.550 | 0.461 | 0.191 | 0.902 | 1.651 | 0.185 |
| B10 | 0.582 | 0.629 | 2.906 |
| 0.055 | 0.815 | 1.014 | 0.391 | 1.327 | 0.272 |
| B11 | 1.760 | 0.162 | 0.417 | 0.741 | 0.107 | 0.745 | 0.991 | 0.402 | 1.294 | 0.283 |
| B12 | 3.083 |
| 1.005 | 0.396 | 3.068 | 0.084 | 1.446 | 0.236 | 1.511 | 0.219 |
| B13 | 0.746 | 0.528 | 0.211 | 0.888 | 0.126 | 0.723 | 1.962 | 0.127 | 0.352 | 0.788 |
| B14 | 1.218 | 0.309 | 0.301 | 0.824 | 4.225 |
| 0.588 | 0.625 | 2.525 | 0.064 |
| B15 | 0.667 | 0.575 | 1.107 | 0.352 | 0.656 | 0.420 | 1.620 | 0.192 | 1.367 | 0.259 |
| B16 | 1.117 | 0.348 | 3.419 |
| 0.441 | 0.509 | 3.511 |
| 0.468 | 0.706 |
| B17 | 3.919 |
| 1.450 | 0.235 | 6.826 |
| 3.074 |
| 0.331 | 0.803 |
| B18 | 2.414 | 0.073 | 1.561 | 0.206 | 3.302 | 0.073 | 2.614 | 0.057 | 0.583 | 0.628 |
| B19 | 2.276 | 0.087 | 0.323 | 0.808 | 1.727 | 0.193 | 1.026 | 0.386 | 0.849 | 0.471 |
| B20 | 2.338 | 0.080 | 0.646 | 0.588 | 1.336 | 0.251 | 1.155 | 0.333 | 0.579 | 0.631 |
| B21 | 3.244 |
| 2.152 | 0.101 | 1.217 | 0.273 | 0.288 | 0.834 | 1.735 | 0.167 |
| B22 | 2.088 | 0.109 | 1.721 | 0.170 | 0.049 | 0.826 | 0.643 | 0.590 | 1.990 | 0.123 |
| B23 | 1.858 | 0.144 | 1.463 | 0.232 | 4.139 |
| 0.327 | 0.806 | 1.780 | 0.158 |
| B24 | 2.407 | 0.074 | 2.856 |
| 0.001 | 0.975 | 0.685 | 0.564 | 2.908 |
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Factor analysis result of the selected potential barriers.
| Code | Rotated Component Matrix 1 | New Code | ||||
|---|---|---|---|---|---|---|
| Component | ||||||
| 1 | 2 | 3 | 4 | 5 | ||
| B07 | 0.759 | - | - | - | - | EE1 |
| B13 | 0.759 | - | - | - | - | EE2 |
| B08 | 0.720 | - | - | - | - | EE3 |
| B12 | 0.681 | - | - | - | - | EE4 |
| B14 | 0.609 | - | - | - | - | EE5 |
| B22 | - | 0.745 | - | - | - | ME1 |
| B23 | - | 0.742 | - | - | - | ME2 |
| B21 | - | 0.702 | - | - | - | ME3 |
| B24 | - | 0.630 | - | - | - | ME4 |
| B15 | - | 0.540 | - | - | - | ME5 |
| B18 | - | - | 0.885 | - | - | SA1 |
| B17 | - | - | 0.857 | - | - | SA2 |
| B19 | - | - | 0.838 | - | - | SA3 |
| B20 | - | - | 0.507 | - | - | SA4 |
| B04 | - | - | - | 0.776 | - | IP1 |
| B02 | - | - | - | 0.768 | - | IP2 |
| B01 | - | - | - | 0.707 | - | IP3 |
| B05 | - | - | - | - | 0.728 | TS1 |
| B06 | - | - | - | - | 0.633 | TS2 |
| B03 | - | - | - | - | 0.544 | TS3 |
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| 3.715 | 3.477 | 3.285 | 2.896 | 2.483 | - |
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| 15.479 | 14.489 | 13.686 | 12.058 | 10.345 | - |
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| 15.479 | 29.968 | 43.654 | 55.712 | 66.057 | - |
1 Note: Rotation converged in eight iterations; KMO measure of sampling adequacy: 0.814; Bartlett’s test of sphericity: Approximate chi-square 1129.561, degree of freedom (df) 276, significance (sig.) 0.000.
Figure 1The initial partial least squares structural equation model (PLS-SEM).
Assessment results of reliability analysis and convergent validity.
| Component | Code | Loading | Cronbach’s α | AVE | CR |
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| Economic Efficiency | EE1 | 0.848 | 0.858 | 0.639 | 0.898 |
| EE2 | 0.843 | - | - | - | |
| EE3 | 0.799 | - | - | - | |
| EE4 | 0.779 | - | - | - | |
| EE5 | 0.722 | - | - | - | |
| Market Environment | ME1 | 0.851 | 0.844 | 0.617 | 0.889 |
| ME2 | 0.778 | - | - | - | |
| ME3 | 0.822 | - | - | - | |
| ME4 | 0.762 | - | - | - | |
| ME5 | 0.708 | - | - | - | |
| Stakeholder Awareness | SA1 | 0.896 | 0.863 | 0.715 | 0.908 |
| SA2 | 0.869 | - | - | - | |
| SA3 | 0.902 | - | - | - | |
| SA4 | 0.697 | - | - | - | |
| Technical Support | TS1 | 0.859 | 0.747 | 0.666 | 0.856 |
| TS2 | 0.800 | - | - | - | |
| TS3 | 0.739 | - | - | - | |
| Industry Policy | IP1 | 0.715 | 0.741 | 0.663 | 0.854 |
| IP2 | 0.889 | - | - | - | |
| IP3 | 0.830 | - | - | - |
Discriminant validity evaluation based on Fornell–Larcker criteria.
| Component | EE | IP | ME | GBD | SA | TS |
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| - | - | - | - | - |
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| 0.580 |
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| 0.598 | 0.596 |
| - | - | - |
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| 0.381 | 0.428 | 0.610 |
| - | - |
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| 0.397 | 0.278 | 0.503 | 0.549 |
| - |
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| 0.652 | 0.684 | 0.559 | 0.287 | 0.258 |
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1 The square root of AVE for each component.
Cross loadings of the hypothesized model.
| Code | EE | IP | ME | SA | TS |
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| 0.531 | 0.399 | 0.220 | 0.578 |
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| 0.514 | 0.524 | 0.415 | 0.570 |
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| 0.355 | 0.409 | 0.205 | 0.489 |
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| 0.416 | 0.459 | 0.417 | 0.454 |
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| 0.471 | 0.569 | 0.317 | 0.495 |
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| 0.509 |
| 0.479 | 0.308 | 0.676 |
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| 0.408 |
| 0.526 | 0.177 | 0.536 |
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| 0.505 |
| 0.446 | 0.199 | 0.462 |
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| 0.385 | 0.480 |
| 0.432 | 0.458 |
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| 0.428 | 0.427 |
| 0.314 | 0.439 |
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| 0.462 | 0.513 |
| 0.353 | 0.466 |
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| 0.477 | 0.449 |
| 0.505 | 0.380 |
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| 0.619 | 0.466 |
| 0.366 | 0.452 |
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| 0.335 | 0.274 | 0.428 |
| 0.227 |
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| 0.354 | 0.275 | 0.398 |
| 0.214 |
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| 0.310 | 0.233 | 0.437 |
| 0.200 |
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| 0.357 | 0.142 | 0.451 |
| 0.238 |
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| 0.554 | 0.551 | 0.420 | 0.281 |
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| 0.422 | 0.519 | 0.464 | 0.076 |
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| 0.618 | 0.600 | 0.478 | 0.275 |
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1 Bold values show that each measurement item had the highest loading on its respective construct.
Figure 2Assessment results of path coefficients.
Evaluation results of the structural model.
| No. | Path | Path Coefficient | Inference | ||
|---|---|---|---|---|---|
| P1 | EE → GBD | 0.015 | 0.140 | 0.889 | Not supported |
| P2 | IP → GBD | 0.366 | 3.053 | *** | Supported |
| P3 | ME → GBD | 0.424 | 3.304 | *** | Supported |
| P4 | SA → GBD | 0.326 | 2.880 | *** | Supported |
| P5 | TS → GBD | 0.165 | 1.181 | 0.238 | Not supported |
*** Coefficient is statistically significant at the 1% level of confidence.